Portfolio

FAT I M A M O U FA R R I G E A R C H I T E C T U R A L P O RT F O L I O 2 0 1 2 .

2 0 2 4

My passion for architecture stems from a desire to enhance people’s lives through thoughtful design.

Great architecture serves its people, shaping a better world for those who inhabit it. The adaptability and evolving nature of architecture mirror our changing world, empowering architects to leave lasting impressions on memories while enriching daily life.

FATIMA MARIA MOUFARRIGE PACHECO Architectural Designer | Project Leader | Creative Thinker fatima.moufarrige@gmail.com 785.727.3902

SUMMARY Architectural Designer

EXPERIENCE Glenn Partners | Dallas,TX

Experienced in multi-disciplinary projects across educational, civic, and mixed-use developments. Skilled in all phases of design, problem-solving, and cross-functional team coordiantion. I thrive in creative environments that value collaboration, fresh ideas, and a sense of fun. When I’m not designing, you can find me perfecting homemade pasta recipes, rescuing my houseplants, or hunting for treasures while thrifting.

Architectural Designer + Coordinator | March 2023 - Present Acting as Project Architect and Project Manager with an emphasis in school renovations and additions. Leading client, stakeholders and consultant meetings to communicate design, budget, and schedule.

EDUCATION University of Kansas School of Architecture, Design & Planning Master of Architecture May 2017 | Lawrence, Kansas SCAPE Architecture June - December 2016 | Paris, France University of Kansas Minor in Business Administration May 2016 | Lawrence, Kansas

LEADERSHIP AIA Emerging Leaders Program Comprehensive program focused on creating a leadership development plan, fostering personal growth, expanding professional networks, and advancing essential career skills.

Culture Club at Glenn Partners Chosen by firm partners to foster workplace culture through coordinating social gatherings, office retreats, and team-building activities year-round.

AIA Dallas You’ve got 5 Minutes | Speaker Womens Safe House Missouri Event Coordinator | Volunteer

SKILLS + LANGUAGES Revit, AutoCAD, SketchUp, Adobe Suite, Enscape, BlueBeam, NewForma English, Portuguese, Spanish

McLean 6th Grade Center and Middle School: Guided the addition and renovation of two mid-century schools creating dynamic, secure, and inclusive learning spaces. Led project coordination with planners and engineering teams to ensure design intent, budget alignment, and optimal student and teacher environments.

OMNIPLAN | Dallas,TX Architectural Designer | June 2021 - March 2023 Collaborated, planned and designed Multi-Family projects with a focus on Design Development, Construction Documents. Organized client and consultant meetings. Revit point person for different teams in matters of best modeling practices. Standardized office wide methods for multi-family projects.

2800 Taylor: Modern Industrial design Multi-Family project. 180,000 NSF U-shaped podium structure, 192 units (studio, 1BR, 2BR), in the Deep Ellum neighborhood of Dallas, TX. Designed and coordinated unit layouts, structure, and facade. Managed consultant coordination for rooftop terrace and amenity spaces, ensuring the project’s alignment with the clients desires.

McKinney Lemmon: Mixed-Use urban development project in Dallas, TX. 529 units. Project includes different types of constructions and several programs including: residential (763,000 GSF), office (88,000 GSF), grocery store (139,000 GSF). Worked on wood frame construction of mid-rise and steel construction of high-rise tower. Coordination of roof drains and shafts through units. Worked with senior project architect on construction details of the tower.

Lamar Johnson Collaborative | St. Louis, MO, USA Architectural Designer | June 2017 - May 2021 Worked with managers and principals in all phases of projects, prepared RFP presentations, drafted and designed floor plans, developed exterior design elements, created drawings, diagrams, and graphics to communicate design intent.

Victory Dormitory: Contributed to the design and documentation of a 360,000-square-foot, 2 building, 650 bed dormitory in the historic district of Savannah, GA. Spearheaded facade detailing, balancing modernity with historic district requirements.

St. Louis County Library: Developed design concepts for a 70,000-squarefoot library, incorporating community spaces like an 800-capacity auditorium and dedicated areas for various age groups. Coordinated with a multidisciplinary team to ensure cohesive design and execution.

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OMNIPLAN

OMNIPLAN

Dallas, TX Professional Work 2021-2023

At OMNIPLAN I gained valuable professional experience while learning from some of the top professionals in the field. My focus during my time here was on Mix-Use Development and Multi-Family Residential projects - an area where I see significant potential to make a lasting impact.

Throughout my tenure, I was empowered by my leaders to expand my skills and knowledge, collaborating closely with principals, designers, consultants, and clients. I believe in the vision of the firm and carry its core values of excellence, great design, professional integrity, and the genuine commitment to make a meaningful impact in the industy.

During my time here I went from mentee to mentor and continuously refined my technical skills striving to become a better professional.

Key Projects: 2800 Taylor, Multi-Family Mesa, Multi-Family McKinney Lemmon Mixed-Use Development Cityline, Multi-Family Additional Contributions: Multi-Family Resource Library ARE You Smarter Than an Architect, Trivia Night Mentorship Program

Dallas, TX

Professional Work

All images, drawings, and renderings are property of OMNIPLAN and its clients. Not for sharing, replicating, or selling

2021-2023

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OMNIPLAN

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McKinney Lemmon Le

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The project is located in the Uptown neighborhood of Dallas, TX. Its a complex multi-use project with several programs including a grocery store, offices, mid-rise residential and high-rise residential.

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Grocery Store Office High-Rise Mid-Rise Level 1: Grocery Store, Office Lobby, Residential Lobbies, Service Dock Level 2: High-Rise Residential Amenity, Grocery Store Office, Amenity Deck, Mid-Rise Residential Level 3-5: High-Rise Office, Mid-Rise Residential Level 6: High-Rise Residential, Mid-Rise Residential Level 7-23: High-Rise Residential Level 24-25: High-Rise Residential Penthouses All images, drawings, and renderings are property of OMNIPLAN and its clients. Not for sharing, replicating, or selling

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Dallas, TX

Professional

2021-2023

All images, drawings, and renderings are property of OMNIPLAN and its clients. Not for sharing, replicating, or selling

07

08

OMNIPLAN

Overall Floor Plans Level 1 and Level 2 of Mckinney Lemmon house the most program of the entire project. Grocery store, office lobby, residential lobby, dock, office space, amenity deck.

FIRE RATED WALL ASSEMBLIES

FLOOR PLAN GENERAL NOTES

30 MINUTE FIRE RATED WALL ASSEMBLY

1. REFER SHEET G-003 FOR GROSS AREA TABULATIONS.

1 HOUR FIRE RATED WALL ASSEMBLY

2. BUILDING TO BE FULLY SPRINKLERED, REFER FIRE PROTECTION DRAWING SPECIFICATIONS. SPACES SCHEDULED TO RECEIVE FINISH CEILING TO ALSO RECEIVE CONCEALED SPRINKLER HEADS.

8. BASE BUILDING DOCK EQUIPMENT: DOCK LEVELER DOCK BUMPER 9. TENANT DOCK EQUIPMENT DOCK LEVELER DOCK BUMPER DOCK SEALS DOCK LIGHT

3. REFER TO STAIR DRAWINGS FOR LOCATION OF STAIRS TO BE CONCRETE FILLED STEEL SYSTEM WITH STANDARD PIPE GUARDRAILS, HANDRAILS, AND BALUSTERS. STAIRS 1 AND 2 TO BE CAST IN PLACE. HIGH RISE STAIRS TO ALSO RECEIVE PHOTOLUMINESCENT EXIT PATH MARKING SYSTEM (BASIS OF DESIGN: TARKETT - JONSONITE SAFE-T FIRST. ALL EXPOSED STEEL WITHIN STAIRS TO BE PAINTED.

2 HOUR FIRE RATED WALL ASSEMBLY 3 HOUR FIRE BARRIER WALL ASSEMBLY

4. ELEVATOR INFORMATION: REFER SHEETS A-481 THRU A-485 AND SPECIFICATIONS

REFER TO A-601 FOR ADDITIONAL INFORMATION ON FIRE RATED WALL ASSEMBLIES

5. REFER TO STRUCTURAL DRAWINGS FOR SHEAR AND BEARING WALL LOCATIONS AND DETAILING. 6. MF1B CONTROL JOINTS TO BE 30'-0" MAX UNLESS NOTED OTHERWISE. 7. FIRE EXTINGUISHER CABINET: 4" MAX PROJECTION ON EGRESS ROUTES. 75'-0" MAX TRAVEL DISTANCE OR AS DIRECTED BY FIRE OFFICIAL. IF SURFACE MOUNTED ALONG ACCESSIBLE ROUTES, BOTTOM OF EXTINGUISHER CABINET MUST BE WITHIN MAX 27" A.F.F. OR HAVE CANE DETECTION DEVICE.

1845 Woodall Rodgers Freeway, Suite 1600 Dallas, Texas 75201 Main 214 826 7080

10.

TOT = TOP OF TOPPING SLAB TOS = TOP OF STRUCTURAL SLAB, REF. A101.9A AND STRUCTURAL DRAWINGS BOS = BOTTOM OF STRUCTURAL SLAB

11.

RD = ROOF DRAIN OD = OVERFLOW DRAIN

12.

REFER TO SHEETS A-645 - A-648 FOR SCHEDULED WINDOWS AND GLAZING SYSTEMS

13.

CONTRACTOR TO MAINTAIN 15'-6" MINIMUM CLEAR FROM FFE TO BOTTOM OF ANY OBSTRUCTION AT DOCK TRUCK FLOOR.

14.

FER = FIRE EXTINGUISHER CABINET RECESSED

www.omniplan.com Copyright © 2022

10

11

8

9

30' - 0"

30' - 0"

30' - 0"

TRAFFIC RATED GALV STEEL GRATE

6

7

5

4

3

A-303

A-303

2

20' - 0"

47' - 0"

41' - 8"

21' - 10"

STONE PANELS AREAWAY LOUVER

101.50'

13' - 0"

CURTAIN WALL

08/26/2022

2' - 0 1/4"

18' - 6"

OVERHEAD AWNINGS

10' - 0"

OVERHEAD AWNINGS

1

48' - 6"

30' - 0"

OVERHEAD AWNINGS LINE OF GARAGE WALL BELOW

1.4

386' - 6 1/4" 30' - 0"

101.6' TOT 99.52' BOS

MODULAR FACE BRICK

COFFEE

24

27

26

23

22

29

30

4

5

SLOPE 5% MAX. 15

16

17

18

2

14

1 28.5

6

1

19

20

21

XFR

COFFEE

XFR

28

7

27

20

CORRIDOR

TOS 100' - 6"

MAIL

TRASH

SLOPE UP 5% MAX.

EL-OF3

EL-S1

CONC. SHEAR WALL 2

SLOPE UP 5% MAX.

STAIR 6

UP 100'-0" TOS

D

OFFICE/MF DOCK

E

31' - 0"

DOCK VESTIBULE

13' - 0"

10 1/2"

TYP. AT TENANT DEMISING WALL

C

A-302

VEST.

A-141

B.5

1 18' - 0"

SLOPE UP 5% MAX.

12' - 0"

12 INCH CMU WALL

COMPACTOR

COMPACTOR

90' -

RB.1

CMU ELEVATOR HOISTWAY ENCLOSURE THIS CONTRACT. ELEVATOR EQUIP BY TENANT. STAIR BY TENANT.

CM4

15' - 6"

TOS 100' - 3"

158

R4

LEVEL 1.5 BEAM ABOVE

SEE NOTE 8 FOR DOCK INFO SEE NOTE 9 FOR DOCK INFO

0"

Y INNE

0"

A VE

CMU ELEVATOR HOISTWAY ENCLOSURE. ELEVATOR EQUIP BY TENANT.

.

RE

CM6

30' -

MATCHLINE

A-101-B

MATCHLINE

A-101-D

15' - 6"

0"

14' - 6"

COMPACTOR

0"

G 15' - 6"

30' -

T.O. SLAB AT COMPACTOR 98.5' (490.50')

STEEL PIPE STORM LEADER FROM SOFFIT ABOVE. HIGH PERFORMANCE COATING, REF. PLUMBING

RG

COMPACTOR EXIT STAIR AND PASSAGEWAY ABOVE

G.3 14' - 1"

STAIR BY TENANT

34' -

15' - 11"

0"

ELEVATOR HOISTWAY ENCLOSURE. ELEVATOR EQUIP.

BY TENANT.

LEVEL 1.5 BEAM ABOVE

G.8

RH

16' - 6"

AD

34' -

MF PARKING

H 13' - 6"

0"

RAMP DN TO B1

12 INCH CMU WALL

12 INCH CMU WALL

MF-1B SOUTH LOBBY

17' -

4. ELEVATOR INFORMATION: REFER SHEETS A-481 THRU A-485 AND SPECIFICATIONS 5. REFER TO STRUCTURAL DRAWINGS FOR SHEAR AND BEARING WALL LOCATIONS AND DETAILING.

A-101-C

A-101-D MATCHLINE

LEMMON AVE.

LEVEL 1 - FLOOR PLAN

MATCHLINE

6 1/2"

1 A-301

6. MF1B CONTROL JOINTS TO BE 30'-0" MAX UNLESS NOTED OTHERWISE. 7. FIRE EXTINGUISHER CABINET: 4" MAX PROJECTION ON EGRESS ROUTES. 75'-0" MAX TRAVEL 487.69' TO GRADE DISTANCE OR AS DIRECTED BY FIRE OFFICIAL. IF SURFACE MOUNTED ALONG ACCESSIBLE ROUTES, 488.09' TO GRADE BOTTOM OF EXTINGUISHER CABINET MUST BE WITHIN MAX 27" A.F.F. OR HAVE CANE DETECTION DEVICE.

LINE OF GARAGE WALL BELOW

10.

TOT = TOP OF TOPPING SLAB TOS = TOP OF STRUCTURAL SLAB, REF. A101.9A AND STRUCTURAL DRAWINGS 95.85' TOT BOS = BOTTOM OF STRUCTURAL SLAB

11.

RD = ROOF DRAIN OD = OVERFLOW DRAIN

Number

Revision

Date

H.6 315065.100

PROJECT NO:

H.9 J

1845 Woodall Rodgers Freeway, Suite 1600 Dallas, Texas 75201

LEVEL 1 - FLOOR PLAN

Main 214 826 7080

www.omniplan.com

AREAWAY

Copyright © 2022

AREAWAY LOUVER

12.

REFER TO SHEETS A-645 - A-648 FOR SCHEDULED WINDOWS AND GLAZING SYSTEMS OVERHEAD AWNINGS 13.

CONTRACTOR TO MAINTAIN 15'-6" MINIMUM CLEAR FROM FFE TO BOTTOM OF ANY SECURITY OBSTRUCTION AT DOCK TRUCK FLOOR. OVERHEAD COILING DOOR 14.

FER = FIRE EXTINGUISHER CABINET RECESSED 1 2

HORIZONTAL EXTRUDED ALUMINUM LOUVER SYSTEM EQUIPMENT SCREEN. CUSTOM FINISH, CUSTOM PATTERN

LOUVERED GATES TO MATCH EQUIPMENT FENCE

MODULAR FACE BRICK

9. TENANT DOCK EQUIPMENT DOCK LEVELER DOCK BUMPER DOCK SEALS DOCK LIGHT

TOP OF PAD 491.08' (99'-1") 3. REFER TO STAIR DRAWINGS FOR LOCATION OF STAIRS TO BE CONCRETE FILLED STEEL SYSTEM WITH TOP OF SLAB 488.58 (97'-7") STANDARD PIPE GUARDRAILS, HANDRAILS, AND BALUSTERS. STAIRS 1 AND 2 TO BE CAST IN PLACE. HIGH RISE STAIRS TO ALSO RECEIVE PHOTOLUMINESCENT DN EXIT PATH MARKING SYSTEM (BASIS OF DESIGN: TARKETT - JONSONITE SAFE-T FIRST. ALL EXPOSED STEEL WITHIN STAIRS TO BE PAINTED.

3 HOUR FIRE BARRIER WALL ASSEMBLY

TOS 98'-0"

REFER TO A-601 FOR ADDITIONAL INFORMATION ON FIRE RATED WALL ASSEMBLIES OVERHEAD AWNINGS

RL

8. BASE BUILDING DOCK EQUIPMENT: DOCK LEVELER DOCK BUMPER

2. BUILDING TO BE FULLY SPRINKLERED, REFER FIRE PROTECTION DRAWING SPECIFICATIONS. SPACES TO STEP 491.75' TOP OF PAD 490.08' (98'-1") SCHEDULED TO RECEIVE FINISH CEILING TO ALSO RECEIVE CONCEALED SPRINKLER HEADS. TOP OF SLAB 487.58 (96'-7")

21' - 6"

0"

CM3

RK

1. REFER SHEET G-003 FOR GROSS AREA TABULATIONS.

TRAFFIC RATED GALV 30 MINUTE FIRE RATED WALL ASSEMBLY STEEL GRATE

1 HOUR FIRE RATED WALL ASSEMBLY UP 2 HOUR FIRE RATED WALL ASSEMBLY STAIR 7

7' - 2"

30' -

DN

EL-B4

GENERATOR

EL-B3

STAIR 8

CM2

FLOOR PLAN GENERAL NOTES

11' - 9 5/8"

FIRE RATED WALL ASSEMBLIES

CM1

13' - 6"

H4

RJ

BIM 360://KDC McKinney/315065_KDC-McKinney_R21_ARCH.rvt

B D

F8

RF

8/26/2022 11:59:00 AM A101.1 FP OVL

A C

F3

CM DOCK T.O. TENANT SLAB 100.00' (492.00') T.O. STRUC SLAB 99.08' (491.08')

TENANT FINISH SLAB BY TENANT

99' - 1"

1

F

14' - 6"

30' -

28' - 7"

CENTRAL MARKET

60' - 0"

McK

E8

AD

CM5

TO TENANT SLAB 100.00 (492.00') TO STRUC SLAB 99.08' (491.08')

60' - 0"

30' -

OH DOOR

RD

359' - 1"

A-101-C

62' - 0"

MATCHLINE

E.3

48' - 6"

A-101-A

28' - 11"

RC

MATCHLINE

Mc+L DEVELOPMENT

B

5' - 0"

MF-1B TRASH

LEVEL 1.5 BEAM ABOVE

COMPACTOR

1

J

24

15

7' - 9 3/4"

EL-A2

12 INCH CMU WALL A-302

STAIR 3

16

17

25

12

6' - 1"

UP

EL-A3

ELEV LOBBY

FSAE LOBBY

EL-OF2

STAIR 2

EL-A1

DN

COMPACTOR

OFFICE LOBBY

23 26

18

19 9

10

11

STAIR 1

EL-OF1

22

21

8

8' - 1 1/2"

FIRE COMMAND CENTER

DINING AREA

CM MEZZANINE ABOVE AT 15'-0" AFF

3

13

2

TOS 100' - 0"

SA RA

A A.4

STAIR 4

UP

TOS 100' - 3"

3 28

EL-B2

MF-1B NORTH LOBBY

45' - 6"

4

25 14

PORTE COCHERE

30' - 0"

5

12

13

OFFICE LOBBY

DOUBLE VOLUME MF-1A LOBBY

6

13' - 0"

7

30' - 0"

8

17' - 0"

9

LOADING ZONE

STAIR 9

10

5% SLOPE

STEEL BASE IS REQUIRED. REF MFR SPECS

11

18' - 5"

STAIR 5 UP

EL-B1 TOS 100' - 6"

2' - 11"

A-301

30' - 0"

30' - 0"

1

12 30' - 0"

6' - 9"

30' - 0"

13

30' - 0" 2' - 4 3/4"

30' - 0"

13.4 13.3

2

30' - 0"

14 30' - 0"

LEMMON AVE. EAST

A-101-A

15 30' - 0"

MATCHLINE

16

R2

R2.6

MATCHLINE

R3

A-101-B

USE THE 'SEAL' PARAMETER TO SELECT THE CORRECT SEAL FOR YOUR PROJECT.

1

A-303

ISSUE FOR CONSTRUCTION 08/26/2022

A-303

TRUE NORTH

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

A-101

PLAN NORTH

USE THE 'SEAL' PARAMETER TO SELECT THE CORRECT SEAL FOR YOUR PROJECT.

08/26/2022

11

1

10

9

8

A-301

115' - 5"

MATCHLINE

223' - 4 3/8" 43' - 3 1/8"

60' - 5 1/8"

6

7

4

28' - 10 1/4" 38' - 7 1/2"

22' - 1 1/4"

37' - 7 1/2"

8' - 10 1/4"

8 7/8" KEGERATOR

U.C. TRASH U.C. WARMING DRAWER

ROLL UNDER

U.C. FRIDGE

U.C. ICE

BALC.

9 1/8" 1/8"

BALC.

275' - 11 1/4"

37' -

C. BAL -2'-9"

-2'-9"

-2'-6"

-2'-6"

87' - 10 142'

6"

2' - 1 3/4"

BALC. BALC.

G

8' - 2 11/16"

A1 .

BALC.

BALC.

BALC.

A3

CORRIDOR

A3

A3

A1

MECH

A8

A2

A-301

A-102-D MATCHLINE

A-102-C

A11

BALC.

BALC.

H4

A11

PROJECT NO:

BALC.

BALC.

GARAGE ENTRY CANOPY BELOW 87' - 4"

54' - 11 3/4"

Number

Revision

Date

H.6 BALC.

BALC.

2' - 1 3/4"

BALC.

10' - 3 5/8"

H

B2

315065.100

H.9 7' - 2"

A8

BALC.

2' - 8 3/8"

4' - 7 5/8"

2 1/2"

10' - 4"

A8

STAIR 7

MATCHLINE

FER 43' -

B4

1"

A8

12' - 5 1/2"

C. BAL

A8

EL-B3

17' - 3 7/8"

G.8

RD

RD

DN

A-102-B A-102-D

STANDING SEAM METAL ROOF SYSTEM

G.3

BA LC

BALC.

MATCHLINE MATCHLINE BALC. 2' - 0"

A1

BALC. 30' - 4 1/2"

7 5/8"

9 3/4"

C. BAL

BALC.

60' - 8"

B D

BALC.

38' - 6 7/8"

18' -

75' -

A3

1

1

RD ELEC.

BALC.

BALC.

A3

ELEC.

BALC.

30' - 11 5/8"

A C

F3

A3

16' - 6 3/4"

FER

B6

F

F8

S2

10 7.0°

RL

6"

6 3/8"

BALC.

BALC.

EL-B4

RK

- PATIO FENCING AT 2ND LEVEL TO BE 4'-0" MIN TO COMPLY WITH POOL SAFETY REQUIREMENTS.

4"

25' -

C. BAL

3/8"

2 3/4"

IT

B7

MF1B NOTES:

BALC.

1/4"

C. BAL

FER

C. BAL

-7 205'

12' -

RD

RJ

S1 A8

2 HR FIRE WALL WITH FIRE RESISTIVE SHEATHING WITHIN 4 FEET OF FACE OF RATED ASSEMBLY

214' - 9 3/8"

10 7.0°

A1

- WINDOWS AT 2ND LEVEL FACING THE POOL COURTYARD TO BE OPERATED AS AWNING STYLE WINDOWS TO COMPLY WITH POOL SAFETY REQUIREMENTS.

4"

FER

FLOW

4' - 5

C. BAL

ACCESS GATE, REFERENCE LANDSCAPE

0"

A3

RD

S1

OVERHEAD AWNINGS

A10

B6

E8

ROLL UNDER

FLOW

C. BAL

7 1/8"

STR.

RD

WARMING DRAWER

DW

3/4"

C. BAL

86' -

17' -

A9 RH

U.C. ICE

-2'-8"

8' - 2 1/8"

STAIR 8

A9

S1

RD

TRASH

S1

A8

9 3/4"

U.C. FRIDGE

U.C. MICRO

HOSE CONNECTION

DN 13' -

RECY.

-2'-8"

A4

S4

RF

RG

POOL 1B

3 3/8"

C. BAL

A9

A8

-3'-3"

72' - 10"

COFFEE

BALC.

C. BAL

RE

136' - 9 5/8"

E.3

S1

UP

B1 RD

BIM 360://KDC McKinney/315065_KDC-McKinney_R21_ARCH.rvt

8' - 0"

RD

-3'-3"

111' - 0 3/4"

7 1/8"

POOL 1A

BALC.

7' - 0

OVERHEAD AWNINGS

U.C. FRIDGE

B5

8/26/2022 4:04:03 PM A102_L2 FP OVL

ELEC.

27' -

D E

A1

7' - 9 3/8"

OVERHEAD AWNINGS

RC

A1 RD

A6

92' - 4 1/2"

A-551

3' - 2 3/4"

1 A-302

VEST.

BALC.

7/8"

80' -

A-102-A A-102-C

LANDSCAPE WALL, REF LANDSCAPE

C

EL-S1

A6

LANDSCAPE WALL, REF LANDSCAPE

1

98' - 9 5/8"

11 1/2"

Mc+L DEVELOPMENT

B B.5

12' - 5 1/2"

8' - 5

MF-1A AMENITY

BEAM BELOW

A1

BALC.

U.C. ICE

93' - 6 3/8"

U.C. FRIDGE

UP

MATCHLINE

BALC.

DW

OPEN TO TENANT SPACE BELOW

TENANT IMPROVEMENTS, NOT IN CONTRACT

A7

COFFEE

BALC.

U.C. RECY

MICRO

3' - 6 3/4"

BALC.

U.C. WINE FRIDGE

A1 TRASH

BALC.

IDF

RD

104' - 7"

STAIR 2

-P 4 O H A B K T IS R U 1 O MS T E C U A F K IN

-P 4 O H A B K T IS R U 1 O MS T E C U A F K IN

BALC.

19' - 2 1/8"

S A R B -P 1 4 IT U O H K O MS T E C U A F K IN

S A R B -P 1 4 IT U O H K O MS T E C U A F K IN

A A.4

92' - 11 3/4"

ELEV LOBBY

EL-A2

UNIT DRYER

FER

STAIR 1

DN UNIT WASHER

EL-OF3

R4

MATCHLINE

LINE OF ROOF BELOW

B2

A5

BALC.

EL-A3

EL-A1

FSAE LOBBY

EL-OF2

CM ADMIN

(TENANT IMPROVEMENTS FOR FINISH)

RB.1

STAIR 3

DW

REF. STRUCT

UP

ELEV. LOBBY

IT

20' - 4" U.C. FRIDGE

20' - 6 1/2"

1

B3

AA10

AA4

UP

EL-OF1 34' - 0 1/8"

1.4

69' - 3 3/8"

7' - 2 1/4"

EL-B2

40' - 7 1/2"

9' - 9 7/8" 51' - 8 1/2"

AA6 SA

RA

2

BALC. EL-B1

14' - 0"

A-302

2 A-303

98' - 4 1/4" 3' - 1 1/2"

BALC.

1

3

1 A-303

4' - 3 1/4"

9' - 1 1/8"

5

2' - 11"

12

359' - 1"

13

353' - 3 1/2"

14

A-102-A

15

A-102-B

16

R2.6

MATCHLINE

R2 R3

J

LEVEL 2 - FLOOR PLAN

LINE OF ROOF BELOW

85' - 10 7/8"

1' - 5 1/4"

347' - 5 3/4"

1

2

A-303

A-303

LEVEL 2 - FLOOR PLAN SCALE: 1/16" = 1'-0"

All images, drawings, and renderings are property of OMNIPLAN and its clients. Not for sharing, replicating, or selling

ISSUE FOR CONSTRUCTION 08/26/2022 TRUE NORTH

PLAN NORTH

A-102

Dallas, TX

Professional

09

2021-2023

Plan and Section Details 1. North face of building, plan details 2. Service dock, plan details 3. Transition between concrete deck and wood structure, section details 4. High-rise, section details

1.

2.

GLAZED ALUMINUM SYSTEM, CW-02

1845 Woodall Rodgers Freeway, Suite 1600 Dallas, Texas 75201

1845 Woodall Rodgers Freeway, Suite 1600 Dallas, Texas 75201

Main 214 826 7080

PRE-FINISHED METAL, PAINT TO MATCH MTL-19

1

www.omniplan.com

Main 214 826 7080

1

1' - 6"

1' - 6"

www.omniplan.com

6 1/4"

Copyright © 2022

STEEL COLUMN, REF. STRUCTURAL

8

Copyright © 2022

ALUMINUM METAL PANEL MTL-19

9"

10" CFMF

9"

4" CFMF

4' - 4" 2' - 2"

2' - 2"

CEMENT PLASTERING 4" CFMF

STEEL TUBE BRACE, REF. STRUCTURAL

PLAN DETAIL - MF-1A LOBBY CW / COLUMN ENCLOSURE

STONE VENEER, M-08

USE THE 'SEAL' PARAMETER TO SELECT THE CORRECT SEAL FOR YOUR PROJECT.

10

CURTAIN WALL, CW-02

1' - 10 3/8"

BACKER ROD AND SEALANT

7 5/8"

TRIM

USE THE 'SEAL' PARAMETER TO SELECT THE CORRECT SEAL FOR YOUR PROJECT.

B

STUCCO ON GYP SHEATHING

A.4

4' - 4"

COLUMN WIDE FLANGE, REF. STRUCTURAL 4"

STONE VENEER, M-08

STUCCO/CEMENT PLASTERING

C

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

FLUID APPLIED AIR BARRIER

8"

2' - 2"

8"

BRICK ON GYP SHEATHING

7

EXTERIOR SHEATHING

08/26/2022

08/26/2022

STONE VENEER, M-08 BATT INSULATION

2' - 2"

CONCRETE COLUMN, REF. STRUCTURAL

9"

EXTERIOR SHEATHING

GYPSUM BOARD AIR SPACE

1 1/2"

6" CFMF FLUID APPLIED AIR BARRIER

FLUID APPLIED AIR BARRIER

3 LAYERS GYPSUM BOARD

EXTERIOR SHEATHING JAMB ANCHOR DOOR AS SCHEDULED

PLAN DETAIL - MF-1A LOBBY GLAZING AT STONE

3

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

FLUID APPLIED AIR BARRIER

PLAN DETAIL - MF-1A PORTE COCHERE STAIR 2 EXIT

CONTINUOUS METAL FLASHING

10

HSS RECTANGULAR COLUMN, REF. STRUCTURAL

SCHEDULED

1/2" THICK STEEL PLATE

5

SOLID CMU AT SILL BELOW

FLEMISH BOND WITH PROJECTED HEADERS, M-02

MODULAR FACE BRICK, M-01

FLUID APPLIED AIR BARRIER

SEALANT AND BACKER ROD

LIMESTONE CLADDING, M-08

GARAGE EXHAUST LOUVERS

FLUID APPLIED AIR BARRIER

GARAGE EXHAUST LOUVERS

Mc+L DEVELOPMENT

10 3/8"

12" CFMF EXTERIOR SHEATHING CEMENT PLASTER

1"

3 5/8" METAL STUDS

2" FURRING

BACKER ROD AND SELANT

HSS RECTANGULAR COLUMN, REF. STRUCTURAL

CONCRETE COLUMN, REF STRUCTURAL

12" CMU BLOCK

A

A

A

A 3° 51.

1' - 2 3/8"

2' - 1 3/4"

STUCCO/CEMENT PLASTERING

12" CMU BLOCK

SEALANT AND BACKER ROD REFER TO MANUFACTURER FOR INSTALLATION DETAILS OF GATE

B

6 1/4"

2' - 4 3/4"

1' - 11 3/4"

2' - 4 3/4"

FLEMISH BOND WITH PROJECTED HEADERS, M-02

1' - 10"

2' - 1 3/4"

SEALANT AND BACKER ROD

1' - 6"

1/2" THICK STEEL PLATE AT JAMB AND HEAD

FLUID APPLIED AIR BARRIER

6 1/4"

6 1/4"

MODULAR FACE BRICK, M-02

2' - 8"

EXTERIOR SHEATHING

FLEMISH BOND WITH PROJECTED HEADERS, M-02

GLAZED ALUMINUM CURTAIN WALL, CW-02

2 A-361

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

12" CMU

1

REFER TO MANUFACTURER FOR INSTALLATION DETAILS OF GATE

BRICK, M-01

EXTERIOR SHEATHING 6" CFMF

PLAN DETAIL - EAST WALL COLUMN B / 1

MODULAR BRICK, M-01 AIR AND WEATHER BARRIER

EXTERIOR SHEATHING

JAMB ANCHOR

Mc+L DEVELOPMENT DOOR AS BRICK, M-01 FLUID APPLIED AIR BARRIER

5

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

FLEMISH BOND WITH PROJECTED HEADERS, M-02

SEALANT AND BACKER ROD

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

6 1/4"

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

6

PLAN DETAIL - EAST WALL COLUMN C / 1

8

BATT INSULATION

PLAN DETAIL - TYPICAL PORTE COCHERE COLUMN

3 5/8" CFMF 10" CFMF

BATT INSULATION

A

10" CFMF

A

ACOUSTIC PLASTER EXTERIOR SHEATHING

8" CMU BLOCK

6" METAL STUDS

A

BATT INSULATION

4' - 6 3/4"

1' - 6 1/2"

CONCRETE RECTANGULAR COLUMN, REF. STRUCTURAL

EXTERIOR SHEATHING FLUID APPLIED AIR BARRIER

B

A

B

C

D

6" CFMF

C

STONE VENEER, M-08

GYPSUM BOARD

2 LAYERS OF 5/8" GYP. BOARD

9

6" CFMF

D

PLAN DETAIL - WEST JAMB AT DOCK ACCESS DOOR

PLAN DETAIL - EAST JAMB AT DOCK ACCESS DOOR

7

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

4

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

PLAN DETAIL - BRICK SCREEN WEST JAMB AT NW AREAWAY

2

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

PLAN DETAIL - BRICK SCREEN EAST JAMB AT NE AREAWAY SCALE: 1 1/2" = 1'-0"

2 1/2" METAL STUDS

3

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

4

13 FLUID APPLIED AIR BARRIER

2' - 9 3/4"

4"

2' - 0"

DOOR AS SCHEDULED

GYPSUM BOARD

5/8" GYP BOARD 3 5/8" METAL STUD FURRING

STEEL COLUMN, REF STRUCTURAL

5/8" GYP BOARD

4"

GYPSUM BOARD

8/26/2022 3:39:49 PM A505_PLN DTL

A.4 2' - 1"

PLAN DETAIL - MF-1A LOBBY PILASTER

4

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

10 3/8"

STEEL COLUMN, REF STRUCTURAL

7 5/8"

PLAN DETAIL - MF-1A LOBBY CORNER PILASTER

1

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

3.

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

2' - 11"

Date

PLAN DETAILS

GYP BOARD BACKER ROD AND SEALANT

EDGE OF CONCRETE BEAM BELOW

12" CMU BLOCK

ISSUE FOR CONSTRUCTION 08/26/2022

A-505

6

PLAN DETAIL - NORTH GARAGE ENTRY COLUMN A / 4

3

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

PLAN DETAIL - NORTH GARAGE ENTRY PILASTER

1

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

ISSUE FOR CONSTRUCTION 08/26/2022

PLAN DETAIL - NORTH GARAGE ENTRY COLUMN A / 3

A-506

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

4.

1845 Woodall Rodgers Freeway, Suite 1600 Dallas, Texas 75201

1845 Woodall Rodgers Freeway, Suite 1600 Dallas, Texas 75201 Main 214 826 7080 www.omniplan.com

SIM

Copyright © 2022 SCHEDULED WINDOW WALL, WW-04

VERTICAL SIDING BEYOND

315065.100

6" METAL STUD

A 2 A-571

Revision

PROJECT NO: BACKER ROD AND SEALANT (FIRE CAULK)

PLAN DETAILS 12" CMU BLOCK

A

A

STAIR 5

315065.100

PROJECT NO:

12" CMU BLOCK

2' - 9"

2' - 8"

EXTERIOR SHEATHING

6" CFMF

HSS SQUARE COLUMN, REF. STRUCTURAL

8

Number

FLUID APPLIED AIR BARRIER

BATT INSULATION 6" CFMF

BACKER ROD AND SEALANT PANEL JOINT, REF. ELEVATIONS

A

A

Date

ALIGN

BATT INSULATION BACKER ROD AND SEALANT CURTAIN WALL, CW-02

Revision

AREAWAY

GLAZED ALUMINUM CURTAIN WALL, CW-01

BIM 360://KDC McKinney/315065_KDC-McKinney_R21_ARCH.rvt

EXTERIOR SHEATHING

Number

8/26/2022 3:40:01 PM A506_PLN DTL

FLUID APPLIED AIR BARRIER

18" FOUNDATION WALL

CONCRETE COLUMN, REF. STRUCTURAL

STONE VENEER, M-08

PANEL JOINT, REF ELEVATIONS

A

3/8" STONE JOINT, TYP.

6" CFMF

STONE VENEER, M-08

A

4"

6" CFMF

5' - 8"

SEALANT AND BACKER ROD

SHIM

4"

BACKER ROD AND SEALANT

BATT INSULATION

CURTAIN WALL, CW-02

2' - 4 3/8"

4 3/8"

2' - 0" 7 1/2"

CURTAIN WALL, CW-01

3' - 4 1/2"

7"

CONCRETE COLUMN, REF. STRUCTURAL

BRICK, FBR-2

FLUID APPLIED AIR BARRIER

BACKER ROD AND SEALANT

FLUID APPLIED AIR BARRIER

12" CMU BLOCK

7"

EXTERIOR SHEATHING

BATT INSULATION

2' - 4"

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

GYP BOARD

PANEL JOINT, REF ELEVATIONS

6" CFMF

BIM 360://KDC McKinney/315065_KDC-McKinney_R21_ARCH.rvt

PLAN DETAIL - COLUMN B / 10

SPACER AND SEALANT

EXTERIOR SHEATHING PANEL JOINT, REF. ELEVATIONS 2' - 5"

CFMF 4"

EXTERIOR SHEATHING

2

BATT INSULATION FLUID APPLIED AIR BARRIER

2' - 5"

EXTERIOR SHEATHING

CFMF 6"

STONE VENEER, M-08

7"

LINE OF STONE SOFFIT ABOVE

5"

FLUID APPLIED AIR BARRIER

GLAZED ALUMINUM CURTAIN WALL SYSTEM, CW-02, MULLION CAP EXTENSION WHERE INDICATED

12 6' - 0"

3' - 2"

STONE VENEER M-08

BRICK, M-01

1' - 6"

STONE VENEER, M-08

4' - 0" 5"

2' - 4"

EXTERIOR SHEATHING

5"

5

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

2' - 9 3/8"

9

PLAN DETAIL - MF-1B BRICK DETAIL

1"

PLAN DETAIL - MF-1B LOBBY COLUMN A / 5

MEMBRANE ROOFING SYSTEM

MEMBRANE ROOFING SYSTEM

COVER BOARD

COVER BOARD

WOOD BLOCKING

WOOD BLOCKING

PRE-FINISHED GRAVEL STOP

PRE-FINISHED GRAVEL STOP

CLEAT

CLEAT

ALUMINUM RAILING

Main 214 826 7080 www.omniplan.com Copyright © 2022

EXTERIOR SHEATHING FLUID APPLIED AIR BARRIER

404' - 8 1/2"

ACM METAL PANEL

CONCRETE DECKING

LEVEL 2 - MF-1B 128' - 8"

LEVEL 2 - MF-1B 128' - 8"

METAL FLASHING WITH HEMMED EDGE

LEVEL 2 - MF-1B 128' - 8"

SEALANT

SEALANT

DRAINAGE MAT WATERPROOFING MEMBRANE

LEVEL 25 - MF-1A 390' - 11"

2 7/8"

5/8"

BACKER ROD AND SEALANT

USE THE 'SEAL' PARAMETER TO SELECT THE CORRECT SEAL FOR YOUR PROJECT.

FIBER CEMENT PANEL CAST STONE CAP

ROOF - MF-1A 403' - 11"

EXTERIOR SHEATHING

CONCRETE STEM WALL, REF. STRUCTURAL

USE THE 'SEAL' PARAMETER TO SELECT THE CORRECT SEAL FOR YOUR PROJECT.

EXPOSED SLAB

ACM, MTL-04

DEFLECTION TRACK

EXTERIOR SHEATHING FLUID APPLIED AIR BARRIER

1 1/2"

FRT 2X10 WOOD STUD FRAMING; REF. STRUCTURAL

08/26/2022

L BEAD. ADHERE TO GYP. DO NOT FASTEN TO DEFLECTION TRACK

ALUMINUM WINDOW WALL SYSTEM AS SCHEDULED

08/26/2022

EXTERIOR SHEATHING

6" CFMF FILL WITH BATT INSULATION

ACM METAL PANEL

PATTERNED BRICK, M-02

FLUID APPLIED AIR BARRIER ACM METAL PANEL

GYPSUM BOARD

LEVEL 1.9 125' - 2"

2 7/8"

3 1/2"

ROOF - MF-1A 403' - 11"

REFLECTION TRACK

BRICK, M-05

LEVEL 1.9 125' - 2"

5/8"

SILL FLASHING

RIGID INSULATION

SLOPE TOP CHORD OF BALCONY TRUSS

DETAIL 2 AT MF-1A ROOF PARAPET 12 SCALE: 3" = 1'-0"

LEVEL 1.9 125' - 2"

8

DETAIL AT MF-1A ROOF PARAPET SCALE: 3" = 1'-0"

3

SECTION DETAIL - MF-1A - METAL PANEL TO METAL PANEL SCALE: 3" = 1'-0"

FLUID APPLIED AIR BARRIER WATER PROOFING

SCHEDULED WINDOW WALL, WW-06

EXTERIOR SHEATHING

FLUID APPLIED AIR BARRIER

WAFFLE FLOOR SLAB, REF STRUCTURAL

1 1/2"

LEVEL 25 - MF-1A 390' - 11"

STEEL ANGLE, REF. STRUCTURAL

10" CFMF

CEMENT PLASTER

EXTERIOR SHEATHING

STONE VENEER BEYOND

SHEET METAL FLASHING WITH HEMMED EDGE FLUSH WITH FACE OF BRICK

2

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

SECTION DETAIL - PODIUM TO MF-1B TRANSITION AT STAIR 4

BRICK WEEPS @ 24" O.C.

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

A

CORNER BEAD

LOOSE LINTEL 6x4x3/8 5 5/8"

2' - 2 3/8"

BACKER ROD AND SEALANT

A

BACKER ROD AND SEALANT

BACKER ROD AND SEALANT

FACE BRICK

4

1/2"

SCHEDULED WINDOW WALL, WW-07

SECTION DETAIL - MF-1A - WW TO WW - PH TO PH - METAL CAP

SECTION DETAIL - MF-1A - WW TO WW - PH MULLIONS

11 SCALE: 3" = 1'-0"

KING SIZE BRICK

6" CFMF FILL WITH BATT INSULATION

EXTERIOR SHEATHING

GYPSUM BOARD

FLUID APPLIED AIR BARRIER

SCHEDULED WINDOW WALL, WW-06

R-19 BATT INSULATION

BRICK, M-04

LEVEL 2 - MF-1B 128' - 8"

LEVEL 2 - MF-1B 128' - 8"

FLUID APPLIED AIR BARRIER

A

B

7

SCALE: 3" = 1'-0"

4

C

D

ALUMINUM WINDOW WALL SYSTEM

GLAZED WINDOW WALL SYSTEM

SECTION DETAIL - MF-1A - BRICK @ WINDOW WALL HEAD 15 SCALE: 3" = 1'-0" LEVEL 24 - MF-1A 378' - 5"

1 1/2"

LEVEL 24 - MF-1A 378' - 5"

A

B

C

D

BACKER ROD AND SEALANT

FORMED METAL PANEL SPANDREL

10" CFMF

EXPOSED SLAB

RECESSED EDGE OF SLAB

1" FLUID APPLIED AIR BARRIER

BACKER ROD AND SEALANT

ALUMINUM WINDOW WALL SYSTEM

BATT INSULATION

EXPOSED SLAB

1/2"

5 1/2"

SEALANT

BRICK BEYOND EXTERIOR SHEATHING

COMPRESSIBLE FILLER

BACKER ROD AND SEALANT

PATTERNED BRICK, M-02

BACKER ROD AND SEALANT

BACKER ROD AND SEALANT

EXTERIOR SHEATHING

SCHEDULED WINDOW WALL, WW-04

FLUID APPLIED AIR BARRIER

6" CFMF FILL WITH BATT INSULATION

KING SIZE BRICK

HEAVY GAUGE SILL FLASHING

SCHEDULED WINDOW WALL, WW-03

GYPSUM BOARD

MEMBRANE FLASHING

GYPSUM BOARD

CFMF FRAMING ANGLE

EXTERIOR SHEATHING

FLUID APPLIED AIR BARRIER

5' - 0"

FRAMING KICKBACK, REF. STRUCURAL

6" CFMF FILL WITH BATT INSULATION

FACE BRICK

LEVEL 1.9 125' - 2"

METAL FLASHING

SECTION DETAIL - MF-1A - WW TO WW - PH TO TYPICAL UNITS - METAL CAP 10 SCALE: 3" = 1'-0"

EXTERIOR SHEATHING

6

SECTION DETAIL - MF-1A - WW TO WW - PH TO TYPICAL UNITS SCALE: 3" = 1'-0"

2

SECTION DETAIL - MF-1A - WINDOW WALL TO BRICK SCALE: 3" = 1'-0"

EXTERIOR SHEATHING

SEALANT AND BACKER ROD CAST STONE LINTEL, CS-02 1' - 6"

LEVEL 24 - MF-1A 378' - 5"

CONT. BACKER ROD AND SEALANT

MODULAR BRICK, M-01

LEVEL 1.9 125' - 2"

1 1/2"

BACKER ROD AND SEALANT

WEEPS IN GROUT @ 24" O.C.

FLUID APPLIED AIR BARRIER

SCALE: 3" = 1'-0"

SCHEDULED WINDOW WALL, WW-07

SCHEDULED WINDOW WALL, WW-06

MEZZANINE 115' - 0"

CAST STONE CAP

SECTION DETAIL - MF-1A - METAL PANEL TO BRICK

BACKER ROD AND SEALANT 1"

BRICK BEYOND BRICK BEYOND, M-05

2' - 1 3/4"

GUARDRAIL AS SCHEDULED

5 1/2"

SEALANT

COMPRESSIBLE FILLER 6" CFMF FILL WITH BATT INSULATION

SELF-ADHERING SHEET WATERPROOFING

SECTION DETAIL - PODIUM TO MF-1B TRANSITION AT NORTH GARAGE ENTRY (WEST DRIVEWAY)

Mc+L DEVELOPMENT

2 7/8"

EXPOSED SLAB

RECESSED EDGE OF SLAB

GYPSUM BOARD

CAVITY DRAINAGE MATERIAL

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

5/8"

EXPOSED SLAB

TERMINATION BAR WITH SEALANT FLUID-APPLIED MEMBRANE AIR BARRIER

EXTERIOR SHEATHING

EXTERIOR SHEATHING

5

LEVEL 25 - MF-1A 390' - 11"

FORMED METAL PANEL SPANDREL

5 1/2"

BATT INSULATION

BATT INSULATION

SECTION DETAIL - PODIUM TO MF-1B LOBBY

LEVEL 24 - MF-1A 378' - 5"

BACKER ROD AND SEALANT

10" CFMF

STEEL ANGLE FRAME, REF STRUCTURE

METAL FLASHING WITH HEMMED EDGE

METAL SILL FLASHING

BACKER ROD AND SEALANT

1/2"

Z CLIPS

Mc+L DEVELOPMENT 10"

GYPSUM BOARD

ACM METAL PANEL

PATTERNED BRICK, M-02

1/2"

FLUID APPLIED AIR BARRIER

6" CFMF FILL WITH BATT INSULATION

EXTERIOR SHEATHING

SCHEDULED WINDOW WALL, WW-07

SCHEDULED WINDOW WALL, WW-03

SECTION DETAIL - MF-1A - BRICK @ WINDOW WALL SILL 14 SCALE: 3" = 1'-0"

WAFFLE SLAB, REF. STRUCTURAL

FLUID APPLIED AIR BARRIER SCHEDULED WINDOW WALL, WW-04

STEEL ANGLE, REF. STRUCTURAL

MORTAR NET

6" CFMF FILL WITH BATT INSULATION

KING SIZE BRICK

GYPSUM BOARD

WEEP SELF-ADHERED AIR & VAPOR BARRIER MEMBRANE Number

Revision

Date

1' - 6"

BACKER ROD AND SEALANT

CORNER BEAD

GYPSUM BOARD

GYPSUM BOARD

LEVEL 23 - MF-1A 367' - 3"

FORMED METAL PANEL SPANDREL

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

1

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

FLUID-APPLIED MEMBRANE AIR BARRIER

FACE BRICK EOS BELOW PROJECTED HEADER COURSING WHERE INDICATED

1/2"

BACKER ROD AND SEALANT

BACKER ROD AND SEALANT

RECESSED EDGE OF SLAB

EXPOSED SLAB

ALUMINUM WINDOW WALL SYSTEM

BACKER ROD AND SEALANT

BACKER ROD AND SEALANT

SCHEDULED WINDOW WALL, WW-03

SCHEDULED WINDOW WALL, WW-04

Revision

Date

5 1/2"

PROJECT NO:

EXPOSED SLAB

DEFLECTION TRACK

1 1/2"

CONTINUOUS SEALANT

FLUID APPLIED AIR BARRIER

315065.100

SECTION DETAILS - MF-1A LEVELS 6 - 25

COMPRESSIBLE FILLER 1"

1 1/2"

2 7/8"

MEMBRANE FLASHING

BACKER ROD AND ISSUE FOR CONSTRUCTION SEALANT EOS BELOW STAINLESS STEEL 08/26/2022 FLASHING PLAN DETAIL - MF-1A - ACM @ WINDOW WALL JAMB 16 SCALE: 3" = 1'-0"

A-545

EXTERIOR SHEATHING

1/2"

SECTION DETAILS

MEMBRANE FLASHING

ACM METAL PANEL

6" CFMF FILL WITH BATT INSULATION

5 1/2"

ALUMINUM WINDOW WALL SYSTEM

FLUID-APPLIED MEMBRANE AIR BARRIER

5/8"

BIM 360://KDC McKinney/315065_KDC-McKinney_R21_ARCH.rvt

3

SECTION DETAIL - PODIUM TO MF-1B TRANSITION

BACKER ROD AND SEALANT

EXTERIOR SHEATHING

8/26/2022 3:44:16 PM A561_SCT DTL

GLAZED ALUMINUM CURTAINWALL, CW-02

SECTION DETAIL - NORTH GARAGE ENTRY (WEST DRIVEWAY)

315065.100

PROJECT NO: 6" CFMF FILL WITH BATT INSULATION

STEEL ANGLE, REF STRUCTURAL

STONE VENEER CALDDING BEYOND, REF ELEVATIONS FOR SEAMS

CURTAIN WALL, CW-??

8/26/2022 3:42:41 PM A545_SCT DTL

BIM 360://KDC McKinney/315065_KDC-McKinney_R21_ARCH.rvt

GYPSUM BOARD CAST STONE SOFFIT, CS-02

Number

BACKER ROD AND SEALANT

GYPSUM BOARD

CORNER BEAD

LEVEL 23 - MF-1A 367' - 3"

STAINLESS STEEL FLASHING BACKER ROD AND SEALANT

PLAN DETAIL - MF-1A - BRICK @ WINDOW WALL JAMB 13 SCALE: 3" = 1'-0"

9

SECTION DETAIL - MF-1A - WW TO WW - TYP TO TYP UNITS - METAL CAP SCALE: 3" = 1'-0"

All images, drawings, and renderings are property of OMNIPLAN and its clients. Not for sharing, replicating, or selling

5

SECTION DETAIL - MF-1A - WW TO WW - TYP TO TYP UNITS SCALE: 3" = 1'-0"

EXTERIOR SHEATHING

1

SECTION DETAIL - MF-1A - BRICK TO BRICK SCALE: 3" = 1'-0"

ISSUE FOR CONSTRUCTION 08/26/2022

A-561

010

OMNIPLAN

2800 Taylor 2800 Taylor is one of many developments located Deep Ellum; a bustling neighborhood that is gaining momentum in the Dallas area. It is designed to have a brick grid on the lower residential levels and a metal grid that overlaps on the upper two levels. An amenity deck on the second level brings the community together.

All images, drawings, and renderings are property of OMNIPLAN and its clients. Not for sharing, replicating, or selling

3' - 6"

EQ

2' - 4" 2' - 4" EQ

EQ

2' - 0" EQ

EQ

UNIT A1-2 RCP N6

3

SCALE: 1/4" = 1'-0"

3' - 9 1/2"

UNIT A1-1 RCP

3' - 1 1/4"

3' - 5 1/4"

2' - 9 1/2"

2' - 6"

UNIT A2-2 RCP

6

7' - 6 3/4"

2' - 6"

5

SCALE: 1/4" = 1'-0"

EQ

7' - 2 3/4" 9' - 5 3/4"

LOCATED AT UNITS: 215, 314

5' - 11 1/2"

24' - 0"

MUD 6/A-400

3' - 5 1/4"

3' - 0"

15' - 8 1/2"

EQ

PROJECT NO:

?

?

Re

11' - 4 5/8"

BEDROOM

6' - 1 1/4"

EQ

11

26.02 1' - 9"

2' - 4 3/8" 2' - 1 3/8"

EQ EQ

EQ

21003.000

ø 5'

- 0"

UNIT A2-1, A2ALT P

EQ

13' - 1 1/2"

ISSUE FOR CONSTRUCTION LOCATED AT UNITS: 504, 604, 703, 704, 726, 727, 803, 804, 826, 827 11/21/2022 1' - 6" 1' - 10"1' - 0 1' 9/16" - 11 11/16" 5' - 8 1/4"

UNIT A2-2 FLOOR PLAN

A-411

UNIT B3 RCP SCALE: 1/4" = 1'-0"

10' - 10 1/2"

ISSUE FOR CONSTRUCTION UNIT A2-1 FLOOR PLAN 11/21/2022 1 4' - 0" 2' - 0" EQ SCALE: 1/4"EQ = 1'-0"

12' - 11 1/4"

CO

EQ

EQ

2

26.02

Date

21003.000 PROJECT 2' - 0" NO:

44' - 4" 4 3/8"

Revision EQ EQ

LIVING

LOCATED AT UNITS: 708, 709, 808, 809SCALE: 1/4" = 1'-0"

3

11' - 8 3/4"

DW

27' - 6 3/4" 33' - 8"

EQ EQ 16' - 3 7/8"

EQ

LOCATED AT UNITS:

3

UNIT A1-1 & A1-2 PLANS UNIT & A1-1 & A1-2 PLANS & RCPS RCPS

9' - 11"

UNIT A2-3 FLOOR PLAN 414, 514, 614 LOCATED AT UNITS: 3 5' -SCALE: 8 1/4" 1/4" = 1'-0" 4' - 0" 2' - 0" EQ EQ 709, 808, 809 UNIT A1-1 FLOOR PLANUNIT A1-1 708, FLOOR PLAN 1 SCALE: 1/4" = 1'-0" 1 SCALE: 1/4" = 1'-0"

N6

Number

EQ

26.02

PROJECT NO:

11' - 0 3/4"

1' - 6" 1' - 10"1' - 0 1' 9/16" - 11 11/16" LOCATED AT UNITS 324

3

BATHROOM TYPE 1

LIVING

Revision Date Number 3' - 3 171/256" 2' - 8 139/256" 2' - 8 139/256"

EQ

12' - 4"

26.02

EQ

9' - 11" 12' - 1"

MUD 6/A-400

DW EQ

8' - 11 1/2"

EQ

Number 2' - 0 7/8" 1' - 11 3/8" BEDROOM

11/21/2022

N6

3

8' - 4"

03

EQ

11' - 0 3/4"

12' - 1"

WALK-IN CLOSET W/D

KITCHEN TYPE D

TYPE A

EQ

'-

5 2' - 0"

3' - 7 1/4"

KITCHEN 4' - 1 1/4"

2' - 0" ø5

0"

EQ 10' - 0"

N6

EQ

'-

4' - 3"

11' - 4 3/8"

11

0"

15' - 3 1/2"

PANTRY 4/A-400

6' - 4 3/8"

37' - 7 1/4"

EQ

BEDROOM

26.02

EQ

3' - 8 1/4"

W/D

EQ

2' - 0"

12' - 11 1/4"

10' - 0"

03

3' - 11 1/8"

26.02

26.02

10' - 2 3/8"

LOCATED AT UNITS: 406, 407, 415, 506, 507, 515, 606, 607,

UNIT A2-3 ALT FLOOR PLAN 615, 706, 707, 715, 806, 807, 815 SCALE: 1/4" = 1'-0" LOCATED AT UNITS 324 UNIT A1-2 FLOOR PLANUNIT A1-2 FLOOR PLAN 2 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" UNIT B3 ALT - RCP 2 SCALE: 1/4" = 1'-0"

3' - 10"

WALK-IN CLOSET

03

EQ

26.02

ø5

2' - 2"

22' - 3 7/8"

EQ

2800 TAYLOR

- 0"

- 8 7/8" 10' -11' 2 3/8" 11' - 3 9/16"

01

5' - 11 7/8"

5

BATHROOM EQ TYPE 3 N6

N6

03

BEDROOM

11

"

5' - 9 1/4"

OMNIPLAN

2800 TAYLOR

03

20' - 3"

TYPE 1

EQ ø

0 '-

N6

03 TYPE 3

EQ

BATHROOM

03

2' - 9" 12' - 4"

BEDROOM LIVING

26.02

22' - 10 1/4"

03

EQ

"

01

3' - 1 1/4"

2' - 11 5/8" 3' - 4 3/4"

6' - 4 3/8"

2' - 8 3/4" 3' - 7"

10' - 8 5/8"

3' - 0"

WALK-IN CLOSET

03

8' - 11 1/2" EQ

MUD 6/A-400

4/A-400

EQ LIVING

LIVING

02

N6

3' - 0"

DW

3' - 4 3/4"

3' - 10 10'1/8" - 9 3/4" 3' - 8 1/2"

2' - 11 5/8"

MUD 6/A-400 3' - 8MUD 1/2" 6/A-400 3' - 6 1/2" 3' - 10 1/8"

N6

03

11' - 4 1/4"

11' - 4 1/4"

18' - 4 1/2"

3' - 0"

2' - 0"

EQ

W/D

N6

3' - 1 1/4"

EQ

3' - 3 171/256" 2' - 8 139/256" 2' - 8 139/256"

EQ

11

06

BATHROOM TYPE 2

03

EQ

BEDROOM

KITCHEN 03 BATHROOM TYPE D TYPE 1 N6

3' - 7"

3' - 9"

27' - 7 7/8"

TYPE D

EQ

26.02

EQ

5

12' - 9 1/8" PANTRY

DW 12' - 9 1/8"

06 KITCHEN

EQ

3' - 11 1/8"

A

LOCATED AT UNITS: 714, 814

A-411

O

44' - 4"

8' - 11 1/8"

11' - 8 3/4"

23' - 3 3/4"

4 3/8"

8' - 11 1/8"

9' - 0 5/8"

14' - 3 1/8"

2800 DW

N6 WALK-IN CLOSET

N6 N6

276

BEDROOM

N6

BATHROOM TYPE 6

WALK-IN CLOSET

10' - 9" 3' - 5 15/16"

BEDROOM

N6

BATHROOM TYPE 6

3' - 5"

12' - 3"

14' - 0"

W/D

8' - 5 3/4"

3' - 5"

12' - 3"

UNIT B3 ALT FLOOR PLAN

1

SCALE: 1/4" = 1'-0"

TYPE A

TYPE B

TYPE C

UNIT A2-2 UNIT A2-4 UNIT A2-4 ALT UNIT A2-3 UNIT A2-3 ALT

UNIT A2-5 UNIT A3-1 UNIT A2- 5 ALT UNIT A3-2 UNIT A3-3 UNIT A3-4

TYPE D

IS CONSTR 1

14' - 0"

38' - 1 3/4"

LOCATED AT UNITS: 302

TYPE S

UNIQUE

UNIT A1-1 UNIT S1 UNIT A1-2 UNIT S2 UNIT A1-3 UNIT A1-3 ALT UNIT A1-4 A2-1

UNIT A3-5 UNIT B1 UNIT B2 UNIT B3 UNIT B4 UNIT B5 UNIT B6 UNIT B-PH

Bathroom Types

Kitchen Types

UNIT B3 & B3 ALT

03

07 01

38' - 1 3/4"

5

Revision

PROJECT NO:

N6

276 03

W/D

8' - 5 3/4"

WALK-IN CLOSET

N6

07

Number

26.02 03

02

03

LIVING

26.02

08 BATHROOM TYPE 12

WALK-IN CLOSET

N6

03 3' - 7 1/2"

03 10' - 6 7/8"

26.02

03

DINING

4' - 1 1/4"

26' - 8 1/8"

03

4' - 0 1/4"

10' - 6 7/8"

26.02

08 BATHROOM TYPE 12

4' - 0 1/4"

KITCHEN TYPE K

03 3' - 7 1/2"

03

11

26.02

LIVING

31' - 2"

26' - 8 1/8"

03

DINING

10' - 9"

KITCHEN

31' - 2"

26.02

BEDROOM

14' - 7"

12' - 1"

5' - 10"

ø 5' - 0"

14' - 7"

12' - 1"

BEDROOM

5' - 10"

DW

3' - 5 15/16"

6' - 0 13/16"

KITCHEN TYPE A

N6

6' - 11 1/2"

OMNIPLAN

ø 5'

ø

0 '-

22' - 3 7/8"

4

N6

01

EQWALK-IN CLOSET N6 9' -W/D 5 7/8" 2' - 0" W/D N6 WALK-IN CLOSET 03

26.02

EQ

26.02

26.02

ø 5' - 0"

N6

2' - 4 3/4"

03

2' - 0 7/8" 1' - 11 3/8" BEDROOM

4' - 3"

LIVING BEDROOM

11

2

N6

EQ

8' - 4"

2' - 0"

26.02

26.02

11' - 8 7/8" 12' - 8 7/16"

EQ

5' - 3"

3' - 8"

02 06

2' - 0" 06

27' - 7 7/8" EQ

03

4' - 1 1/4"

16' - 7 1/4"

LIVING 26.02

15' - 3 1/2"

12' - 0" 32' - 10 7/8"

EQ

03

4' - 0"

6' -3'0-1/2" 6 6' 3/4" - 11 1/2"

02

01

DW 3' - 6 1/2"

19' - 9"

10' - 5 3/4"

03 EQ

33' - 8"

LIVING

BATHROOM

2' - 0"

BATHROOM TYPE 2

03

3' - 8"

10' - 0"

33' - 8"

3' - 0"

3' - 0"

3' - 8 3/4"

05

32' - 10 7/8"

03 N6

3' - 10"

TYPE 3

12' - 0"

EQ

PANTRY 4/A-400

05 TYPE D TYPE 3

EQ

PANTRY 4/A-400

PANTRY 4/A-400

BATHROOM KITCHEN

KITCHEN TYPE D TYPE A

EQ

WALK-IN 3' - 7 7/8" CLOSET

3' - 6"2'3'- -410" 3/4"

5' - 3"

01 02

9' - 6"

3' - 7 7/8"

KITCHEN

6' - 4"

SCALE: 1/4" = 1'-0"

8' - 6 3/4"

22' - 0"

22' - 0"

5' - 10 3/4" 3' - 6 3/4"

7' - 9"

7' - 9"

3' - 9 1/2"

6/A-400 4'MUD - 0 1/4"

WALK-IN CLOSET

3' - 11 1/2"

W/D

03

W/D

2' - 0"

12' - 3 11/16"

8' - 6 3/4"3' - 10"

N6

N6

19' - 9"

05

05

16' - 7 1/4"

N6 N6

24' - 0"

03 12' - 3 3/8"

12' - 3 3/8"

15' - 3 1/2"

WALK-IN CLOSET

N6

W/D

06

6' - 1 1/2"

3' - 6 3/8"

DW

N6

3' - 5"

MUD 6/A-400 3' - 11 1/2"

01 N6

3' - 6 3/8"

N6

3' - 9 1/2"

5' 06 - 10 3/4"

DW

DW

FEC

3' - 6"

UNIT A2-1 RCP

1' - 6"

UNIT A2-3 FLOOR PLAN_01 10 SCALE: 1/4" = 1'-0"

01

24' - 0"

4' - 0 1/4"

6/A-400 4'MUD - 0 1/4"

4' - 0 1/4"

02

3' - 5 3/4"

EQ

24' - 0"

8' - 4 3/4"

01 5' - 1"

EQ

EQ

21' - 11 1/4" 03 3' - 67'3/4" - 2 3/4" 5' - 3 7/8" 2' - 3 1/2" LOCATED AT UNITS: 306, 307, 315 3' - 11 1/8" 1' - 10 3/4"

SCALE: 1/4" = 1'-0" 02

1' - 8"

EQ

Copyright © 2020

EQ

03 2' 3' -- 36 1/2" 3/8"

3' - 11 1/8" PLAN_01 1' - 10 3/4" UNIT A2-3 ALT FLOOR

9

3' - 6 3/4" 2' - 6"

EQ

EQ

5' - 3 7/8"

2' - 6"

EQ EQ

EQ EQ

www.omniplan.com 4' - 2"

BATHROOM

EQ

21' - 11 1/4" 3' - 6 3/4"

OMNIP

1845 Woodall Rodgers Fre Dallas, Texas 75201 Main 214 826 7080

N6= 1'-0" SCALE: 1/4"

BATHROOM

L12 - UNIT CEILING FAN

3' - 6 3/8"

EQ

EQ

EQ

EQ

EQ

EQ

03

UNIT A1-1 RCP

3

SCALE: 1/4" = 1'-0"

Keynote Text

TV LOCATION. RECESSED BOX. BLOCKING AS REQUIRED FOR WALL MOUNT. COORDINATE HEIGHTS WITH ARCHITECT

PANTRY 4/A-400

4

SCALE: 1/4" = 1'-0"

3' - 1 1/2"

KEYNOTES Key Value

26.02

03

L11 - UNIT PENDANT

UNIT A1-2 RCP

3' - 1 1/2"

8' - 4"

EQ

EQ 06

KITCHEN

10' - 9 3/4"

15' - 3 1/2"

05

WALK-IN CLOSET 7' - 4 1/4"

2' - 0"

15' - 3 1/2"

1' - 7"

N6 W/D

N6 7' - 4 1/4"

1' - 1 10 1/4"3/4"

2' - 6"

DW

4' - 0"

06

1' - 11" 2' - 0"

2' - 1 1/2"

6' - 9 1/2"

EQ 2' - 4"

2' - 4"

3' - 8 5/8"

EQ 3' - 8 5/8" 1'EQ - 7"

EQ

EQ

EQ

EQ

EQ

2' - 4"

6' - 0 1/2"

EQ

EQ EQ

3' - 6"

EQ

EQ

1' - 11" 2' - 0" EQ

2' - 9 1/4"

EQ

3' - 6"

EQ

5' - 11"

5' - 11"

EQ

5' - 10 3/4"

EQ

EQ

EQ

8' - 6 3/4"

1' - 7 1/2"

WALK-IN CLOSET

3' - 3 1/4"

EQ

N6

W/D

1' - 11 3/4" 2' - 2 1/2" 2' - 0"

EQ

N6

05

8' - 4"

1' - 10"

24' - 0"

EQ

8' - 4"

4' - 2 3/8"

2' - 4" 2' - 4" EQ

SCALE: 1/4" = 1'-0"

2' - 5 1/2"

EQ

EQ

2' - 10"

EQ EQ

4' - 9" EQ

EQ EQ

EQ

1' - 10 1/2"

EQ 6' - 1 1/2"

EQ

3' - 5"

EQ EQ

L10a - UNIT DOWNLIGHT WET

2' - 4"

1' - 6 7/8" EQ EQ EQ EQ

EQ EQ

EQ

EQ

EQ

EQ

4' - 9" EQ

EQ

EQ

2' - 0"

EQ

2' - 0"

EQ

EQ

3' - 0"

3' - 3"

11/21/2022

EQ

DW

EQ 3' - 0 1/2"

3' - 9"

11/

My goal for the design of the units was to minimize the number of unique kitchens and bathroom types throughout the several unit configurations for ease of drafting, modeling, and constructability.

4' - 4 1/2"

EQ

EQ 1' - 10 1/2"

3' - 3"

EQ

8' - 4"

EQ

EQ

7

EQ

2' - 0" EQ 3' - 0 1/2"

3' - 9"

UNIT A2-3 RCP

2' - 0"

11/21/2022

2' - 0"

EQ

EQ

8' - 4"

8' - 4"

2' - 0"

L10 - UNITEQ DOWNLIGHT EQ EQ EQ KITCHEN

8' - 4"

2' - 6"

EQ EQ

EQ

EQ

5' - 10 3/4"

EQ EQ

4

3' - 1"

011

2021-2023

EQ 8' - 6"

1' - 10 1/4"

3' - 5 1/2"

3' - 0"

EQ 8' - 4"

24' - 0"

3' - 5 3/4"

RCP LEGEND

3' - 1 7/8"

8' - 4 1/2" EQ

SCALE: 1/4" =EQ 1'-0" EQ

5' - 1"

2' - 0"

EQ

5' - 10 3/4"

8

1' - 11"

EQ

1' - 6 7/8" EQ

EQ

8' - 8 3/8"

9' - 4 5/8"

EQ

8' - 8 3/8" EQ EQ

3' - 0"

EQ

EQ

3' - 0"

EQ

2' - 0" EQ

UNIT A2-3 ALT RCP

2' - 6"

EQ 2' - 0"

2' - 0"

8' - 6" EQ

3' - 1"

Copyright © 2020

EQ

2' - 0"

5' - 10 3/4"

3' - 1 7/8"

8' - 4"

EQ

EQ EQ

EQ

2' - 0"

1' - 8 1/2" 1' - 9 1/2"

Professional

EQ EQ

8' - 4"

www.omniplan.com

Copyright © 2020

8' - 1 7/8"

1' - 8 1/2" 1' - 9 1/2"

1' - 11"

4' - 8 3/4"

EQ

EQ

2' - 0"

2' - 0"

2' - 6"

2' - 0"

EQ EQ

Main 214 826 7080

www.omniplan.com

2' - 0"

2' - 0"

3' - 2 1/2"

EQ EQ

EQ

EQ

EQ

EQ

6' - 3 13/16"

3' - 8 1/2"

EQ

EQ EQ

4' - 4 3/4"

EQ

3' - 2 1/4"

EQ

3' - 1 1/2"

Main 214 826 7080

EQ

EQ

EQ

EQ 2' - 6"

EQ

EQ EQ 3' - 0"

Dallas, TX 3' - 10"

2' - 10"

6' - 8 1/4"

EQ

EQ 1' - 6"

EQ

EQ

2' - 0"

6'EQ - 8 1/4"

EQ

EQ

1' - 6"

EQ

4' - 5

L12 - UNIT CEILING FAN

EQ

E

EQ

EQ

EQ

EQ

LOCATED AT UNITS: 322, 402, 422, 502, 522, 602, 622, 722, 822

UNIT B3 FLOOR PLAN

A-

SCALE: 1/4" = 1'-0"

TYPE 1

TYPE 2

TYPE 3

TYPE 4

TYPE 5

TYPE 6

UNIT A1-1 UNIT A2-1 UNIT B4(x2) UNIT B6 UNIT B3

UNIT A1-3 UNIT A1-3 ALT UNIT A2-3 UNIT A2-3 ALT UNIT A2-5 UNIT A2-5 ALT UNIT A3-3 UNIT A3-5

UNIT A1-2 UNIT A2-2 UNIT A3-4 UNIT B5 UNIT B1 UNIT B6

UNIT A1-4 UNIT A2-4 UNIT A2-4 ALT UNIT A3-1

UNIT S1 UNIT B1 UNIT S2 UNIT B3 UNIT B2 UNIT B3 UNIT B6 UNIT B-PH

HALF BATH UNIQUE UNIT A3-2 UNIT A3-3 UNIT A3-4 UNIT B6

UNIT B4 UNIT B5 UNIT B-PH UNIT A3-1 UNIT A3-2 UNIT B1 UNIT B2 UNIT B6

012

Lamar Johnson Collaborative

Lamar Johnson Collaborative St. Louis, MO Professional Work 2017-2021

From the website: “Lamar Johnson Collaborative is a pioneering architecture and design practice creating exceptional outcomes for complex projects through emerging technology and integrated delivery methods. We believe our work is a fundamental expression of optimism in the future, and that design is a means to effect positive, enduring change.”

“We design for projects anywhere in North America, including adaptive re-use & re-positioning, commercial office buildings, civic and cultural institutions, education, entertainment, financial services, government, headquarters, healthcare, hospitality, industrial, mission critical, mixed use, not-for-profit, public realm and open space, professional services, residential, retail, technology, transportation and workplace” “We have invested in top talent and leading-edge technology to establish a streamlined design collaborative capable of generating more informed, higher quality decisions regardless of a project’s complexity.

In addition to design and architecture expertise, our partner companies provide comprehensive real estate development and construction services that allow LJC to bring resources and integrated solutions to our clients’ projects.”

St. Louis, MO

Professional Work

2018-

013

014

Lamar Johnson Collaborative

VICTO

RY D

R.

44TH

ST

Dormitory Owned by Client

BARN ARD ST.

ST. JEFF ERSO N

MON

The project is located in historic Savannah, GA in an under-developed part of town. With the establishment of the new dormitories we hope to bring life into this area.

TGO MER Y ST .

Victory Dormitory

Building Site

Savannah, GA

Professional

7 1/2" 9' - 8 1/4"

3' - 0"

9' - 8 1/4"

9' - 8 1/4"

9' - 8 1/4"

9' - 8 1/4"

32' - 1 1/2"

14' - 7 1/4"

100' - 0"

2% SLOPE CONSISTENT

97' - 7 1/8"

97' - 0"

A1

MECH 173

FEC

1M6

REF A04-13

1L4

1S5

E1 A04-03w C1

MW-02

HB

MW-02

MW-03

D5 A08-20 A1 A07-02w

MW-02

MW-02

MW-03

C1

A1

A08-03w

A08-03w

MW-02

MW-02

MW-03

34' - 4"

MW-02

HB

MW-03

B1

MW-02

34' - 4"

@ BK

33' - 8 1/8"

3 7/8"

8/30/2019 9:29:59 AM

A1 A04-03w

DESCRIPTION

DATE

PERMIT / GMP SET 100% CD

2019-06-21 2019-08-28

117 1M6

25' - 3 1/2"

FEC

4

C1

2S4

A08-05e

E1 2M6 A07-11e

5.8

6

9' - 1 7/8"

5'

2199 INNERBELT BUSINESS CENTER DRIVE ST. LOUIS, MISSOURI 63114 Ph 314.429.5100 Fx 314.429.3137

A2 A04-02e

1J8

121

HB

SF-104

SF-103 F1 A07-11e

1' - 4"

133

112

104

4'x4' RATED ACCESS PANEL, 1'-4" AFF

6' - 1 7/8"

25' - 3 1/2" 2 BED 114E REF A04-11

126

104

B5 A08-20

1M6

129A

1M6S

SF-i02 148

B3 A08-80

126

146

G4 A01-12

156

132

146

146

E2 A08-20 128

126

RAMP UP

132

132

A1 A07-03e

149

WATER / FIRE PUMP 128

130

122

A1 A04-02e

1M6S

F5

161

8' - 1 7/8"

150

B5 A08-80

A08-80

F1 A07-03e

110

149 118 121

REF A04-13

FE

HB

100' - 0"

FE

OH-03 B6 B1 A08-20 A08-04e

D3

E3 A03-05e

D1 A01-10

1M6S

A5 A08-20

HB

HB

111

111

123A

149 113

98' - 0"

102

HB

C1 A04-01e

A01-10

F3 A01-10

A02-01w

TBD 2199 INNERBELT BUSINESS CENTER DRIVE ST. LOUIS, MISSOURI 63114 Ph 314.429.5100 Fx 314.429.3137

DRAWING ISSUE

104

E5 A08-80

TRANSFORMER 126

2"

C2

27' - 7 1/2"

4 BED 115E

100' - 0"

STAIRWELL 1S3

C

115

COMPACTOR 127

A01-12

Forum # BF0104297 Consult.#

B4 A08-20

SF-102

RES STUDY 122 122A

HB

149

146

A1

E.W

20'

A03-04e

A3 A03-01e

119A

1M6

A2

1M6S

SF-i03

OH-01

126

E1 A08-20

33' - 8 5/8"

61' - 0"

LOBBY 121

104

132

B

E.T

D1

10'

2' - 7 3/4"

MW-05

CODE CONSULTANT

119 1J8

131

126

CODE CONSULTANTS OF SAVANNAH 912-660-2144 WWW.CODESAVANNAH.COM

D5 A08-20

SF-105

22' - 8 1/8"

100A

121A 1M6S

131G 131F

ELEC 129A

FIRE PROTECTION ENGINEER

26' - 7 1/2"

STORAGE 133

D3

STRUCTURAL ENGINEER DUNAWAY 550 BAILEY AVENUE, SUITE 400 FORT WORTH, TEXAS 76107 817-335-1121 / 817-335-7437 WWW.DUNAWAYASSOCIATES.COM

RANGER FIRE INC. 817-410-9070 WWW.RANGERFIREINC.COM

REF A04-13

4'x4' RATED ACCESS PANEL, 1"-4" AFF

115 100' - 0"

SF-i01 RES STUDIO 123 124 125

A2 A03-01e

163

A6 A08-20

D5 A1 A07-02e A08-20

D1 A04-02e

SF-100 D3 A08-20

HB

STAIRWELL 1S2

B1 A03-05e

D4 A08-20

123

AHU 124

B1 A08-01e

DESCRIPTION

DATE

PERMIT / GMP SET 100% CD

2019-06-21 2019-08-28

Sim

E3 A08-20 DRAWING TITLE

FLOOR PLAN - LEVEL 1

FLOOR PLAN - LEVEL 1

0'

37' - 1"

12' - 6 1/8"

4 BED ADA-T 112E

1

C4 A08-32

A03-11e

E.S

E.U

DRAWING NO.

37' - 11 3/4"

CORRIDOR 119 5

SCAD Victory Drive Student Housing

1M6

PE SERVICES 9 NORTH BRODWAY LEBANON, OH 45036 513-836-3810 WWW.PE-SERVICES.COM

MW-05

1M6

CORRIDOR 113

150

A08-03w

3/32" = 1'-0"

2' - 7 3/4"

F1 A08-20

118A

6' - 1 7/8"

1M6

UNINHABITED, B.O. DECK UNDER 7'-0"

1M6S

146

118 131

118

14' - 6 7/8"

IDF 117

0M4 RES STUDY 4 BED 111E REF A04-13

MEP CONSULTANT FEC

201 WEST VICTORY, Savannah, GA 31405 (EAST BUILDING) 301 WEST VICTORY, Savannah, GA 31405 (WEST BUILDING)

113

4 BED 110E REF A04-13

MANDEL DESIGN, LLC 7 BAKER DR SAVANNAH, GEORGIA, 31410 912-660-9874 WWW.MANDELDESIGNLA.COM

Savannah College of Art and Design

D1

3 A08-04e

A08-05e

MW-06

B1

4 BED 109E REF A04-13

AHU 116

35' - 11"

112

A08-05e

1' - 4"

1' - 4"

D1 1M6

2K6

115

1M6

6' - 9 7/8"

100

SF-i05 114A

11' - 3 7/8"

146

A1 A04-04e

25' - 3 1/2"

1M6

1M6S

107A

1M6 1M6S 1M6

1M6S

WIC 131D

SF-108

MEETING 114

A08-05e

LANDSCAPE ARCHITECT

118 SF-107

124

131H 131C

1M6

BOILER 129

D1 A07-11e

1M6

ENTRY 131

147

33' - 3 7/8"

FLOOR PLAN - WEST BUILDING - LEVEL 1

3' - 7 3/4"

2199 INNERBELT BUSINESS CENTER DRIVE ST. LOUIS, MISSOURI 63114 Ph 314.429.1010 Fx 314.429.7770

CIVIL ENGINEER HUSSEY GAY BELL 329 COMMERCIAL DR #200 SAVANNAH, GEORGIA, 31406 912-354-4626 WWW.HUSSEYGAYBELL.COM

131

MW-02

3' - 9 7/8"

MW-04

D3 A04-02e

SF-i04

A05-02e

9' - 4"

1M6S

106

103 0L4

0M4

1M6S

SF-112

MW-02

3' - 9 7/8"

132

131E

BEDROOM 131C

SF-109

A1

25' - 3 1/2"

4' - 4"

102

1M6S

KITCHEN 131B

E1

A1

B3 MW-02

MW-04

E.20 E.21

19' - 2 1/8"

MW-02

126

132

129

DRAWING TITLE

A1 A02-01w

C 2019 Forum Studio, Inc.

MDF 132

LIVING 131A

2

6' - 2 7/8"

1M6S

D5 A08-20 @ ST-1

34' - 0"

A3 A08-21 D5 A08-20

E.V

A2 A03-01w

SF-117 B1

A08-03e

173

A03-02w

A08-02w

22' - 8 1/8"

MW-02

SF-116 E4

MW-02

HB

MW-04

E.19

F2 A08-20

28' - 8"

SF-i10

DRAWING ISSUE

C1 A08-21

97' - 8"

MW-03

19' - 11 7/8"

4 BED 107W

REF A04-13

2J8

A

CORRIDOR 112

SF-i06

VESTIBULE 100B 100

0L4

4 BED 107E REF A04-13

CLOS 115

105 1

0L4 25' - 3"

E.R

HB 4 BED 109W

1M6

4 BED 111W REF A04-13

1M6

4 BED 113W REF A04-13

25' - 3 1/2"

2 BED 115W REF A04-11

168 MW-06

CORRIDOR 105 SF-i09

138

A08-03e

A03-04e

MW-02 SF-110

4 BED 106E REF A04-13

ELEVATOR 1E1

F1

E.Q

MW-02

E.18

10' - 11 7/8"

D5 A08-20

3' - 9 7/8"

1M6

STAIRWELL 1S5

7' - 5 1/4"

SF-163

1S1 STAIRWELL 1S1

A08-03e

A03-05e

MW-04

ARCHITECT E.17

34' - 0"

A03-03e

D5 A08-20

1M6

D5 A08-20

4 BED 105W REF A04-13 1M6

LOBBY 101

SF-115

MW-02

34' - 0"

F1 A08-02e

MW-05

F2 A04-03w

163 164 3 7/8"

33' - 8 1/8"

C4 A04-01e

1S2

1M6

A02-00e

PLAN GENERAL NOTES

6' - 6"

STORAGE 171 D1 A07-12w

CORRIDOR 169

169

1M6

138

C3 A08-21

HB

9' - 8"

1M6

171 STUDIO 106W REF A04-10

MW-02

4 BED 108W REF A04-13

1M6

A1 A08-20

1M6

1M6

2K6

REF A04-13

25' - 3 1/2"

MW-02

4 BED 110W

REF A04-13

1M6

MW-02

41' - 4"

REF A04-11

E.N

MW-04

1S3A

1M6

22' - 10 1/4"

REF A04-11

E.16

34' - 4"

E1 A08-02e

C1 A07-11e

FEC

127A

A2 A08-20

34' - 0"

MW-07

B3 A03-03w

2 BED 103W

MW-02

MW-08

25' - 3 1/2"

DF 104

1M6

174 HB

MW-02

MW-07

CORRIDOR 174

E.L

34' - 4"

D1 A08-02e

109 110

0L4

101

151 151A

SF-150

175

D1 A08-21

6' - 2 1/4"

2 BED 104W

E.K E.M

1' - 0 1/8"

B1 A08-02e

1S3B

FEC

175A

128

MW-03

MW-03 MW-21

MW-07

6' - 10 1/4"

1M6

167A

MW-08

A3 A03-01w

E3

25' - 3 1/2"

03

AHU 168

SF-162

MW-07

A08-03w

Sim

MW-02

A2 A07-10e

E.J

D3 A08-21

E.15

A1

VENDING 108

JAN 109

TRASH 110

A03-10e

E.H

E1

?

D5 A08-20

SF-i56

0L4

RES STUDIO 167

0L4

MW-07

4 BED 112W

REF A04-10

1L4

167

A1 A08-20

MW-08

129

H1 A08-03w

Sim

1S5A

MW-06 MW-05

1M6

WP

MW-07

1M6

STUDIO ADA-T 114W

F1 A04-03w

129

SF-114

MW-05

RR 106

143

A1 A07-01e

CODE CONSULTANT

DRAWING NO.

1. SEE SHEET A00-00 FOR GENERAL PROJECT NOTES AND GRAPHIC SYMBOLS LEGEND. 2. REFER TO SLAB CONTROL PLANS FOR DIMENSIONS. 3. SEE LOWER LEVEL PLANS FOR BALANCE OF NOTES, TAGS, DETAILS, AND DIMENSIONS. 4. REFER TO DOOR SCHEDULES ON 04-00 FOR DWELLING UNIT DOOR INFORMATION. 5. REFER TO A04-00 SERIES FOR ENLARGED FLOOR PLANS OF UNIT TYPES. 6. WHERE FIRE RATED PARTITIONS INTERSECT WITH LESS RATED PARTITIONS OR NONRATED PARTITIONS, THE HIGHER RATED PARTITION IS TO CONTINUE THROUGH THE INTERSECTION TO MAINTAIN THE HIGHER RATING. 7. SLABS ADJACENT TO BUILDING SLOPE MIN 1/8" PER 1'-0" AWAY FROM BUILDING. 8. ALL DOORS TO BE INSTALLED 4" FROM HINGE SIDE OF WALL, TYPICAL UNLESS NOTED OR DIMENSIONED OTHERWISE. 9. PROVIDE BLOCKING AT ALL ACCESSIBLE AND TYPE B SHOWER AND TOILET ROOMS FOR FUTURE GRAB BAR INSTALLATION, SEE A04 SERIES. 10. ALL TILE LOCATIONS (FLOORS AND WALLS) TO RECEIVE WATERPROOFING. 11. PROVIDE ADDITIONAL FLOOR DRAIN IN SHOWER ROOMS WITH ROLL-IN AND TRANSFER SHOWERS AND IN EVERY MECHANICAL CLOSET. 12. REFERENCE OVERALL FLOOR PLANS FOR LOCATIONS OF ACCESSIBLE AND HEARING IMPAIRED UNITS. 13. ALL STRUCTURAL STEEL TO RECEIVE INTUMESCENT COATING, PER LIFE SAFETY PLANS. 14. PROVIDE PAINTED BENT PLATE STEEL PROTECTION FOR PLUMBING DRAIN STACKS LOCATED IN PARKING SPACES. 15. PROVIDE CUSTOM STEEL INFIL PANELS AT CENTER PRECAST GARAGE WALL OPENINGS. SEE DETAILS ON A08-80 16. CONTROL JOINTS REQUIRED IN GYP BD. WALLS AND CEILINGS, 35'-0"O.C. MAX. JOINTS TO ALIGN WITH ARCHITECTURAL DESIGN FEATURES WHERE POSSIBLE. COORDINATE WITH ARCHITECT FOR EXACT LOCATION PRIOR TO INSTALLATION. 17. ALL DIMENSIONS IN OVERALL FLOOR PLANS TAKEN TO FACE OF STUD / EDGE OF SLAB UNLESS NOTED OTHERWISE

114

102A

SF-113

E.G

B1

OFFICE 107 0M4

0M4

SF-i08

SF-i07

RANGER FIRE INC. 817-410-9070 WWW.RANGERFIREINC.COM

CODE CONSULTANTS OF SAVANNAH 912-660-2144 WWW.CODESAVANNAH.COM

D4 A08-21

A03-04w

A3 A08-20

MW-02

1M6

ELEC 165

JANITOR 166

F1 A07-12w

E4

D1 A01-11

MW-21

1M6 1M6

SF-i55

9' - 6 1/4"

CORRIDOR 163 165

4 BED 117W REF A04-13

1L4

A3

A03-04w A08-21

F3

A03-01w

F1

1M6

MW-05

HB

1M6

Sim

0L4

F1

E1

A2 A08-20

A2 A07-11w

129

A08-01w

164A

1M6

RES STUDY 164

164

152

129

A08-03w

A03-01w 4 BED 118W REF A04-13

1M6

E.13 E.14

32' - 11 7/8"

A5 A08-21

C1 A08-01e

1M6

F4 A08-21

A03-01w

RR 152

E1 A07-12w

MW-07

A1 A08-01w D1

E.12

11' - 4"

A03-03e

MW-06

WORKROOM 103 107

CONFERENCE 102 1M6S

E.F

FIRE PROTECTION ENGINEER

D1

26' - 8"

MW-08

Sim

F1 A08-21 D5 A08-20

9' - 6 7/8"

MW-07

E.10 E.11

11' - 4"

E1

A08-01e A08-01e

D5 164 A08-20 MW-05

11' - 4"

MW-07 F2

F4 A03-01w

163

MW-02 MW-04

REF A04-11

SF-161

19' - 3 5/8" 3' - 3 7/8" 11' - 4"

MW-08

A08-02w

1M6S

2 BED 119W

F5 A08-21

166

34' - 0"

MW-07

SF-i54

B1

E2 A04-03w

MW-07

B1 A08-20

25' - 4"

1M6S

B1 A04-01w

A03-03w

HB

150

F1 A04-01e

E.E

A3

1M6

5' - 1 3/4"

MW-08

LOBBY 150

D3 A08-20

E.B E.C E.D

PE SERVICES 9 NORTH BRODWAY LEBANON, OH 45036 513-836-3810 WWW.PE-SERVICES.COM

SF-111

11' - 4"

MW-02

MW-07 D5 A08-20

SF-164

SF-160

24' - 10"

WM

WQ

B2 A08-20

129

SF-i49

E.A

MEP CONSULTANT

A1 A04-01w

SF-148

MW-02

128

162A

128

WL

WN

LOBBY 162

VESTIBULE 175

ELEC 155

173A

B3 A08-20

1M6

1M6S

162

SF-159

33' - 8 5/8"

WJ WK

A4

E.8 E.9

E.7

13' - 7 7/8"

F2 A08-21

C1

STRUCTURAL ENGINEER

1L4

SF-158

162B

129

A03-01w

2K6

4 3/8"

D5 A08-20

WH

ELEVATOR 1E2

TRASH 154

WF WG

E.6

20' - 2 1/8"

A08-03e

DUNAWAY 550 BAILEY AVENUE, SUITE 400 FORT WORTH, TEXAS 76107 817-335-1121 / 817-335-7437 WWW.DUNAWAYASSOCIATES.COM

D5 A08-20 AHU 151A

150A

4 BED 130W REF A04-13

SF-i50

155

4 BED 128W REF A04-13

E.4

A03-01e

MANDEL DESIGN, LLC 7 BAKER DR SAVANNAH, GEORGIA, 31410 912-660-9874 WWW.MANDELDESIGNLA.COM

RES LOUNGE 151

153

1L4

B1 A07-12w 156

157

1M6 1M6

1M6S

4 BED 126W REF A04-13

SF-152

115 2J8

1S4 1M6S

CORRIDOR 153

LAUNDRY 156

REF A04-10

E.3

LANDSCAPE ARCHITECT

SF-151 4 BED 133W REF A04-13

177

178 STUDIO 124W

VENDING 161

MW-02

4 BED 131W

AHU 177

SF-i52 158A

CORRIDOR Sim 157 A2 A04-01w

1M6

157A

SF-i53

17' - 9 3/8"

9' - 6 1/4"

D1 A08-20

MW-05

6' - 9 3/4"

160 1M6

25' - 3 1/2"

STORAGE 160

MW-04

REF A04-13

STORAGE 178

C1 A07-12w

E.2

3' - 9 7/8"

HUSSEY GAY BELL 329 COMMERCIAL DR #200 SAVANNAH, GEORGIA, 31406 912-354-4626 WWW.HUSSEYGAYBELL.COM

164

MW-02 STAIRWELL 1S4

MEETING 158

1M6S

4 BED 127W

1M6

1M6

1M6

A1 A07-12w

4 BED 123W REF A04-13

MW-02

MW-04

SF-i51

1M6

MW-05

AHU 179

SF-153

158

C5 A08-21

REF A04-13

179

MW-06

33' - 11 1/2"

WE.1

REF A04-13

1M6

WD WE

4 BED ADA-R 125W

1M6

WB WC

SF-155

D5 A08-21

28' - 7 1/2"

RES STUDY 159

159

D2 A08-20

A4 A08-20 1M6

SF-157

3' - 7 7/8"

D3 A08-20

A1 A07-01w MW-02

HB

MW-04

SF-156 WA

SF-154

MW-04

HB

MW-02

MW-02

154

MW-04

1M6

MW-02

10' - 2 1/4"

MW-05

2K6

MW-06

2K6

MW-05

Copyright

8/29/2019 5:45:07 PM

E.1 2199 INNERBELT BUSINESS CENTER DRIVE ST. LOUIS, MISSOURI 63114 Ph 314.429.1010 Fx 314.429.7770

CIVIL ENGINEER

D5 A08-20

B2 A04-01w

A5 A08-21

D5 A08-20

147 148 149 150 155 156 161

ARCHITECT

W17 W18

6' - 9 7/8"

W15

SLAB CONTROL PLAN

32'

GENERAL NOTES

13' - 0"

W14

FLOOR PLAN KEYNOTES

TRANSFORMER, COORDINATE SIZE AND LOCATION WITH GEORGIA POWER, COORDINATE ROUTING WITH ELECTRICAL ENGINEER ACCESSIBLE PARKING SIGN W/ "VAN ACCESSIBLE" SIGNAGE BIKE REPAIR STATION, B.O.D. DERO FIXIT STATION WITH AIR KIT BIKE PUMP 82 BIKE RACKS, B.O.D. DERO BIKE RACKS AMAZON LOCKERS, OFOI 4'X8' ACCESS CHAMBER FOR DETENTION POND WATER RETENTION POND, BELOW LEVEL 1, SEE CIVIL DRAWINGS CONCRETE ON METAL PAN STAIR CAST IN PLACE CONCRETE STAIR WALL MOUNTED STEEL HANDRAIL, PAINT 4" PAINT STRIPING, TYPICAL, MOTORCYCLE PARKING SLOP SINK, SEE PLUMBING, PROVIDE FRP AT SURROUNDING WALLS FLOOR DRAIN WITH ADA COMPLIANT GRATING, SEE PLUMBING COMPACTOR, NIC, B.O.D. MARATHON EQUIPMENT MINI MAC MODEL 5A COMPACTOR PROVIDE POWER AS REQUIRED STEEL HANDRAIL, PAINT 6" DIAMETER CONCRETE FILLED STEEL BOLLARD, PAINT ELEVATOR, B.O.D. KONE MONOSPACE 500 TRACTION ELEVATOR NO PARKING 45 DEGREE PAINT STRIPING (2) DRINKING FOUNTAINS, (1) FOUNTAIN MOUNTED AT ADA COMPLIANT HEIGHT STEEL COLUMN WITH 2 HOUR INTUMESCENT COATING, APPLIED PER UL#X649, SEE STRUCTURAL TRENCH DRAIN, SEE CIVIL DRAWINGS CROSSWALK PAINT STRIPING EXTERIOR 2 HR RATED EXPANSION JOINT TRAFFIC RATED EXPANSION JOINT BENT PLATE DRAIN PIPE PROTECTOR, SEE DETAIL D1/A08-80 TRAFFIC DIRECTIONAL ARROW, PAINT, TYPICAL CAST IN PLACE RETAINING WALL, PAINTED STEEL PIPE GUARD RAIL MOUNTED TO TOP OF WALL LOW PLANTER WALL, ALL EXPOSED FACES TO BE BOARD FORMED CONCRETE IRE DEPARTMENT CONNECTION,PROVIDE RECESSED KNOX BOX WITH FIRE DEPARTMENT ACCESS KEY AT THIS LOCATION

6' - 6"

W13

SF-149

A03-10w

C1 A04-03w

TBD

16' - 3 1/2"

W12

B2

A2

1M6S

46' - 4 1/2" W11

A03-02w

G1 A08-03w

156A

B1 A08-01w

DRAWING TITLE

16'

116

3 7/8"

34' - 0 1/8" A03-01w

W10

A1 C1 A08-01w

11' - 7"

34' - 4" W9

D1 A08-01w

42' - 4 1/4"

34' - 0" W8

A1 A08-02w

2199 INNERBELT BUSINESS CENTER DRIVE ST. LOUIS, MISSOURI 63114 Ph 314.429.5100 Fx 314.429.3137

36' - 1 1/8" W6 W7

131 132 138 139 143 146

25' - 7 3/4"

W5 F1

A08-01w

8'

Forum # BF0104297 Consult.#

104 110 111 112 113 114 115 118 121 124 125 126 130

8/29/2019 5:45:23 PM

W4

3' - 9 7/8"

17' - 3 5/8"

3/32" = 1'-0"

C 2019 Forum Studio, Inc.

102

SCAD Victory Drive Student Housing

W3

Copyright

201 WEST VICTORY, Savannah, GA 31405 (EAST BUILDING) 301 WEST VICTORY, Savannah, GA 31405 (WEST BUILDING)

2 3/4"

W1 W2

2' - 2 3/4"

SLAB CONTROL PLAN - EAST BUILDING 0'

GENERAL NOTES 1. SEE SHEET A00-00 FOR GENERAL PROJECT NOTES AND GRAPHIC SYMBOLS LEGEND. 2. REFER TO SLAB CONTROL PLANS FOR DIMENSIONS. 3. SEE LOWER LEVEL PLANS FOR BALANCE OF NOTES, TAGS, DETAILS, AND DIMENSIONS. 4. REFER TO DOOR SCHEDULES ON 04-00 FOR DWELLING UNIT DOOR INFORMATION. 5. REFER TO A04-00 SERIES FOR ENLARGED FLOOR PLANS OF UNIT TYPES. 6. WHERE FIRE RATED PARTITIONS INTERSECT WITH LESS RATED PARTITIONS OR NONRATED PARTITIONS, THE HIGHER RATED PARTITION IS TO CONTINUE THROUGH THE INTERSECTION TO MAINTAIN THE HIGHER RATING. 7. SLABS ADJACENT TO BUILDING SLOPE MIN 1/8" PER 1'-0" AWAY FROM BUILDING. 8. ALL DOORS TO BE INSTALLED 4" FROM HINGE SIDE OF WALL, TYPICAL UNLESS NOTED OR DIMENSIONED OTHERWISE. 9. PROVIDE BLOCKING AT ALL ACCESSIBLE AND TYPE B SHOWER AND TOILET ROOMS FOR FUTURE GRAB BAR INSTALLATION, SEE A04 SERIES. 10. ALL TILE LOCATIONS (FLOORS AND WALLS) TO RECEIVE WATERPROOFING. 11. PROVIDE ADDITIONAL FLOOR DRAIN IN SHOWER ROOMS WITH ROLL-IN AND TRANSFER SHOWERS AND IN EVERY MECHANICAL CLOSET. 12. REFERENCE OVERALL FLOOR PLANS FOR LOCATIONS OF ACCESSIBLE AND HEARING IMPAIRED UNITS. 13. ALL STRUCTURAL STEEL TO RECEIVE INTUMESCENT COATING, PER LIFE SAFETY PLANS. 14. PROVIDE PAINTED BENT PLATE STEEL PROTECTION FOR PLUMBING DRAIN STACKS LOCATED IN PARKING SPACES. 15. PROVIDE CUSTOM STEEL INFIL PANELS AT CENTER PRECAST GARAGE WALL OPENINGS. SEE DETAILS ON A08-80 16. CONTROL JOINTS REQUIRED IN GYP BD. WALLS AND CEILINGS, 35'-0"O.C. MAX. JOINTS TO ALIGN WITH ARCHITECTURAL DESIGN FEATURES WHERE POSSIBLE. COORDINATE WITH ARCHITECT FOR EXACT LOCATION PRIOR TO INSTALLATION. 17. ALL DIMENSIONS IN OVERALL FLOOR PLANS TAKEN TO FACE OF STUD / EDGE OF SLAB UNLESS NOTED OTHERWISE

2' - 3 3/4" 16' - 3 1/2"

DATE 2019-06-21 2019-08-28

5 1/2"

9' - 4 1/4"

2' - 4 3/4" 8' - 10 3/4"

DESCRIPTION PERMIT / GMP SET 100% CD

10"

157

9' - 4 1/4"

12' - 7 1/4"

PLAN GENERAL NOTES

CONCRETE ON METAL PAN STAIR STEEL COLUMN WITH 1 HOUR INTUMESCENT COATING, APPLIED PER UL#X649 SEE STRUCTURAL BRICK COLUMN WRAP IRE DEPARTMENT CONNECTION,PROVIDE RECESSED KNOX BOX WITH FIRE DEPARTMENT ACCESS KEY AT THIS LOCATION

129 164

3' - 9 7/8"

98' - 0"

162 98' - 0"

DRAWING ISSUE

15' - 8"

157 100' - 0" 97' - 6"

97' - 0" 96' - 6"

10' - 1 7/8"

FLOOR PLAN KEYNOTES

115 128

7'-11 1/8"

10"

97' - 4 1/2"

9'-0"

A02-00e

Forum # BF0104297 Consult.#

16' - 4"

3' - 9 7/8"

100' - 6"

3' - 9 7/8"

100' - 0"

C

A2 A02-00e

C 2019 Forum Studio, Inc.

8' - 0 1/4"

100' - 0"

96' - 6"

Savannah College of Art and Design

8/30/2019 12:51:49 PM

Copyright

9' - 4 1/4"

98' - 0 3/8"

8' - 0 1/4"

98' - 0 3/8"

E.T

21' - 2 5/8"

A02-00w

8' - 0 1/4" 1' - 0"

E.S

E.W

20'

9' - 4 1/4"

98' - 5 5/8"

1' - 8 3/8"

SLAB CONTROL PLAN

10'

8' - 8 1/4"

100' - 6"

DRAWING TITLE

5'

7' - 9 1/8" 9' - 8 1/4"

9' - 0 1/4"

2' - 7 3/4"

8' - 6"

G4 A01-12

1' - 7 3/4"

0'

9' - 7 3/8"

1"

98' - 8 1/4"

E.R

E.V

DRAWING NO.

5' - 4"

8' - 0 1/4"

34' - 11 1/4"

9' - 8 1/4"

154

B 152

CODE CONSULTANT CODE CONSULTANTS OF SAVANNAH 912-660-2144 WWW.CODESAVANNAH.COM

1' - 7 3/4"

1"

1' - 0" 1" 1"

32' - 1 1/2"

1' - 7 3/4"

1' - 7 3/4"

9' - 8 1/4"

1' - 3 3/4" 1' - 9 1/8"

1' - 7 3/4"

8' - 4 1/4"

2' - 3 3/4"

FIRE PROTECTION ENGINEER RANGER FIRE INC. 817-410-9070 WWW.RANGERFIREINC.COM

3' - 3 3/4"

9' - 8 1/4"

MEP CONSULTANT PE SERVICES 9 NORTH BRODWAY LEBANON, OH 45036 513-836-3810 WWW.PE-SERVICES.COM

49' - 1 7/8"

99' - 4"

7' - 6 5/8"

33' - 7 3/4"

3/32" = 1'-0"

36' - 5"

STRUCTURAL ENGINEER DUNAWAY 550 BAILEY AVENUE, SUITE 400 FORT WORTH, TEXAS 76107 817-335-1121 / 817-335-7437 WWW.DUNAWAYASSOCIATES.COM

33' - 11"

DATE 2019-06-21 2019-08-14 2019-08-28

1"

194' - 4"

5' - 4"

99' - 4"

DRAWING ISSUE DESCRIPTION PERMIT / GMP SET ADDENDUM 4 100% CD

99' - 4"

99' - 4"

2' - 3 3/4"

E.Q

1' - 0"

6

12' - 10 1/2"

93' - 0"

E.L

E.N

5

2' - 7 3/4"

E.M

1"

4

1' - 7 3/4"

95' - 0"

DASHED LINE REPRESENTS OUTSIDE FACE OF PRECAST

53' - 0 1/4"

98' - 8 1/4"

3

175' - 11 3/4"

A A1 A07-10e

1' - 0" TYP.

2

2' - 7 3/4"

E.J

1

MANDEL DESIGN, LLC 7 BAKER DR SAVANNAH, GEORGIA, 31410 912-660-9874 WWW.MANDELDESIGNLA.COM

124' - 1"

151

3' - 7 3/4"

36' - 1"

36' - 1"

99' - 4"

238' - 11 3/4"

SLAB CONTROL PLAN - WEST BUILDING

LANDSCAPE ARCHITECT

100' - 0"

E.H

CODE CONSULTANTS OF SAVANNAH 912-660-2144 WWW.CODESAVANNAH.COM

E.U

A1

2199 INNERBELT BUSINESS CENTER DRIVE ST. LOUIS, MISSOURI 63114 Ph 314.429.1010 Fx 314.429.7770

CIVIL ENGINEER HUSSEY GAY BELL 329 COMMERCIAL DR #200 SAVANNAH, GEORGIA, 31406 912-354-4626 WWW.HUSSEYGAYBELL.COM

157

GARAGE WIDTH

99' - 4"

3' - 9 7/8"

14' - 9 3/4"

RANGER FIRE INC. 817-410-9070 WWW.RANGERFIREINC.COM

E.W

A02-00w

TBD

9' - 8 1/4"

2' - 0 1/4" 3' - 7 3/4" 19' - 2 1/8"

SCAD Victory Drive Student Housing

3' - 7 3/4"

201 WEST VICTORY, Savannah, GA 31405 (EAST BUILDING) 301 WEST VICTORY, Savannah, GA 31405 (WEST BUILDING)

1' - 7 3/4"

Savannah College of Art and Design

1' - 7 3/4"

1' - 0"

1' - 7 3/4"

99' - 1 1/2"

1' - 0" TYP

3' - 4"

1' - 7 3/4"

1' - 7 3/4"

1' - 7 3/4" 9' - 8 1/4"

16' - 2 1/2"

152' - 7 1/4"

1' - 7 3/4" 9' - 8 1/4"

125' - 9 1/4"

9' - 8 1/4"

1' - 7 3/4" 9' - 8 1/4"

118

8' - 4 1/4" 1' - 7 3/4"

ARCHITECT

1' - 7 3/4" 9' - 8 1/4"

SF-106

9' - 8 1/4" 1' - 7 3/4"

1' - 7 3/4" 9' - 8 1/4"

157 157

E.G

E.V

6 1/8"

2' - 3 3/4" 9' - 8 1/4"

MW-02

1' - 0" TYP.

9' - 0 1/4" 1' - 7 3/4"

159' - 0 1/4"

1' - 7 3/4" 10' - 0 1/4"

2' - 6 7/8"

7' - 4 1/2"

7' - 2 1/4"

1' - 7 3/4" 9' - 8 1/4"

MW-04

1' - 11 3/4"

5 7/8"

100' - 0"

3' - 4"

9' - 4 1/4"

1' - 11 3/4" 1' - 11 3/4" 24' - 7 3/4"

1' - 0"

7 1/2"

96' - 8 5/8"

8' - 6 1/4"

1' - 7 3/4" 9' - 8 1/4"

MW-05

153 97' - 1 5/8"

8' - 4 1/4"

3' - 7 3/4"

2' - 3 3/4" 2' - 8" 6' - 4 1/4"

MW-06

17' - 10 1/8"

7 1/2"

9 1/8"

100' - 0"

E.U

5' - 3 3/4"

153

3' - 4" 1' - 0" TYP.

3' - 9 7/8"

9' - 4 1/4"

3' - 9 7/8"

16' - 2 5/8"

12' - 4 3/4"

16' - 2 1/8"

4'-7 7/8"

F5 A02-00w

E.S E.T

100' - 0"

1' - 7 3/4"

10' - 10 7/8"

153 97' - 8"

10 7/8"

15'-4"

SF-101

79' - 6 5/16"

97' - 8"

96' - 11 1/4"

97' - 7 1/8"

25' - 6"

3' - 6 3/4"

6' - 4 5/8"

81' - 6 3/16"

97' - 7 1/8"

175' - 11 3/4"

1' - 7 3/4"

9' - 8 1/4"

E.R

3' - 9 1/8" 9' - 8 1/4"

50' - 10 5/8"

WP

1' - 7 3/4" 9' - 8 1/4"

1' - 0" TYP.

E.20 E.21

2'-4"

1M6

66' - 1 3/8"

E.19

1S2A

5' - 5 7/8"

100' - 0"

E.18

7'-2 1/4"

23' - 0"

4' - 0"

92' - 1 1/4"

E.Q

1' - 7 3/4"

3' - 6"

1' - 7 3/4" 5 7/8"

1' - 1 5/8" 1' - 7 3/4" 10' - 2 3/8" 98' - 8 1/4"

5' - 5 7/8"

97' - 9 3/4"

1' - 0" TYP.

32' - 10 3/8"

1' - 7 3/4" 9' - 8 1/4"

12' - 7 3/4"

1' - 7 3/4"

6' - 6 5/8"

6' - 6 7/8"

98' - 10 7/8"

67' - 9 3/8"

E.N

9' - 8 1/4"

1' - 7 3/4"

99' - 4"

9' - 8 1/4"

9' - 4 1/8"

98' - 5 5/8"

99' - 4"

9' - 8 1/4"

9' - 6 1/4"

10' - 8 1/4" 9' - 8 1/4" 9' - 8 1/4"

1' - 7 3/4"

3' - 1 5/8"

103' - 1"

60' - 5 1/8"

6 1/8"

10' - 7 1/4"

2' - 7 3/4" 8' - 0 1/4" 2' - 7 3/4" 8' - 8 1/4"

48' - 7 3/4"

2' - 7 3/4" 9' - 4 1/4" 3' - 3 3/4" 8' - 0 1/4"

56'-7 1/4"

153

E5 A02-00w

19' - 2 1/2"

120' - 1 1/4"

98' - 10 7/8"

98' - 11" 100' - 0"

54' - 5 3/4"

E.L

8' - 0 1/4"

2' - 3 3/4"

99' - 1 1/2"

E.F

E.K

E.M

99' - 4"

E.D

17'-6"

79' - 3 3/4"

E.E

CODE CONSULTANT

E.K

99' - 4"

27' - 5 3/8"

3' - 3 3/4" 9' - 8 1/4"

154

8' - 3 3/4"

99' - 4"

1' - 7 3/4"

34' - 2 3/4"

25' - 11 7/8"

1' - 7 3/4"

1' - 7 3/4"

5' - 4"

7' - 8 1/8"

15'-4 1/4"

99' - 4"

98' - 10 7/8"

6' - 0 7/8"

WN

99' - 4"

1' - 7 3/4"

1' - 7 3/4"

126' - 2 1/8"

4' - 6 5/8"

13' - 1 1/8"

1' - 7 3/4" 9' - 8 1/4" 1' - 7 3/4" 9' - 8 1/4"

168' - 4"

53' - 0 1/4"

10'-8 1/2" 2'-9 3/8" 11'-4 1/2"

175' - 11 3/4"

WL

1' - 0" TYP

9' - 4 1/4"

FIRE PROTECTION ENGINEER

E.J

1' - 7 3/4"

99' - 4"

1' - 7 3/4"

9' - 7 1/4"

1' - 7 3/4" 9' - 8 1/4"

1/4" 3 7/8" 11'-4

99' - 4"

99' - 4"

6' - 10 1/2"

6' - 0"

7' - 6 5/8"

99' - 4"

1' - 7 3/4" 7' - 6 5/8"

1' - 7 3/4" 7' - 8 1/4"

4 7/8"

8'-4 7/8"

5' - 4"

98' - 5 5/8"

WM

E.G

E.H

99' - 4"

E.B

SEE A02-00w FOR SLAB CONTROL PLAN OF WEST BUILDING

2' - 0 1/4"

2' - 3 3/4"

1"

9' - 8 1/4"

4' - 3 3/4"

93' - 0"

17' - 8"

152

5' - 5 7/8"

MEP CONSULTANT PE SERVICES 9 NORTH BRODWAY LEBANON, OH 45036 513-836-3810 WWW.PE-SERVICES.COM

8' - 0 1/4"

157

E.C

STRUCTURAL ENGINEER

2' - 7 3/4"

99' - 4"

E.A

DUNAWAY 550 BAILEY AVENUE, SUITE 400 FORT WORTH, TEXAS 76107 817-335-1121 / 817-335-7437 WWW.DUNAWAYASSOCIATES.COM

2' - 7 3/4"

20' - 2 1/8"

ALIGN

LANDSCAPE ARCHITECT

E.F

2' - 3 3/4"

32' - 9"

21' - 6 1/8"

35' - 5 1/2"

E.C E.D

3' - 9 7/8"

MANDEL DESIGN, LLC 7 BAKER DR SAVANNAH, GEORGIA, 31410 912-660-9874 WWW.MANDELDESIGNLA.COM

E.17

91'-3 7/8"

14' - 0"

92' - 1 1/4"

1' - 7 3/4"

5' - 5 7/8"

A1 A07-11w

17' - 8"

98' - 10 7/8"

1' - 0" TYP.

37' - 9 5/8"

34' - 10 1/2"

95' - 0" 100' - 0"

3' - 7 3/4" 8' - 4 1/4"

7' - 4"

PIT WIDTH

14' - 6 3/4"

98' - 5 5/8"

WJ

WQ

9' - 4 1/8"

99' - 4"

WG

WK

103' - 1"

1' - 0" TYP.

9' - 8 1/4"

9' - 4 1/4"

2' - 3 3/4"

37' - 11 3/4"

13' - 9"

51' - 5 1/4"

159

SEE A02-00e FOR SLAB CONTROL PLAN OF EAST BUILDING

E.E

53' - 2 5/8"

2' - 7 3/4"

8' - 4 1/4"

151

WF

WH

34' - 5 1/2"

12' - 6 1/8"

15'-4 1/4"

3'-9 7/8" 1'-9 5/8"

WE WE.1

158

98' - 3"

54' - 0 3/8"

5'-5 3/4"

WD

17'-4 1/8"

WB WC

3' - 3 3/4"

E.B

5'-6 5/8"

WA

5.8

8'-1"

10 1/256"

1"

E.A

11'-4"

103' - 4 1/4"

PIT WIDTH

2' - 7 1/8"

HUSSEY GAY BELL 329 COMMERCIAL DR #200 SAVANNAH, GEORGIA, 31406 912-354-4626 WWW.HUSSEYGAYBELL.COM

CONC FOUNDATION, VARIES, SEE STURCTURAL

E.16

7' - 4"

1"

98' - 10 7/8"

1'-7 1/2"

72'-0 5/8"

69' - 3 3/4" 46' - 11 1/4"

CIVIL ENGINEER

60' - 4 1/4" NTS FOR CLARITY

6'-7 1/4"

E.15

70' - 10 3/4"

99' - 4"

4' - 11 3/4"

3'-10 7/8" 7'-1 3/4"

24' - 0"

4' - 11"

99' - 1 1/2" 99' - 4"

99' - 4"

1' - 7 3/4" 9' - 8 1/4"

9' - 8 1/4"

3'-4 3/8" 7'-11 5/8"

E.13 E.14

9' - 9 3/4"

3' - 7 3/4" 9' - 8 1/4"

3' - 0"

2'-5 7/8" 10'-11 1/4"

E.12

5 5/8"

1' - 7 3/4" 9' - 8 1/4"

SCAD Victory Drive Student Housing

1' - 7 3/4" 9' - 8 1/4"

2' - 2 1/4" 9' - 8 1/4"

11'-8 1/2"

E.10 E.11

1/2" = 1'-0"

298' - 11 3/4"

NTS 2199 INNERBELT BUSINESS CENTER DRIVE ST. LOUIS, MISSOURI 63114 Ph 314.429.1010 Fx 314.429.7770

Savannah College of Art and Design

154

1' - 7 3/4" 9' - 9 3/4"

7'-10 3/8"

E.8 E.9

60' - 4 1/4"

ARCHITECT

3' - 9 7/8"

98' - 10 7/8"

1' - 7 3/4" 9' - 8 1/4"

1' - 0" TYP.

1' - 7 3/4" 7' - 2 1/4"

3' - 4"

1' - 7 3/4" 8' - 6 1/4"

1' - 0" TYP

2' - 3 3/4" 8' - 0 1/4"

3' - 4"

3' - 9 7/8"

4'-7 7/8"

98' - 10 7/8"

2' - 7 3/4" 9' - 4 1/4"

1' - 0" TYP.

2' - 7 3/4" 8' - 0 1/4"

2' - 3 3/4"

3'-5 1/8"

E.7

BRICK LEDGE DIAGRAM

1' - 0"

E.6 E.7

E.6

1' - 0"

E.4

3' - 9 7/8"

E.4

1' - 0" TYP.

E.3

E.3

6 1/8"

6' - 6"

61'-7" E.1 E.2

17' - 1 1/2"

E.2

1' - 0"

16'-6 1/4"

35' - 10 1/2"

3' - 8 3/8" 2' - 0 1/4"

3' - 9 7/8"

6'-7 3/4"

46' - 8 3/8" 1' - 7 3/4"

ELEVATION VARIES, SEE SLAB CONTROL PLAN

7 7/8" 1' - 7 1/4"

5' - 0"

1/2" = 1'-0"

3' - 7 1/8"

12'-2 3/8"

7' - 4"

2' - 3 3/4" 2' - 8" 6' - 4 1/4"

21' - 6 1/8"

12'-7 5/8"

69' - 4 1/4" 2' - 0 1/4" 2' - 3 3/4" 8' - 4 1/4"

33' - 10 1/2"

58'-1 3/4"

69' - 3 3/4"

4' - 3 3/4"

12'-4"

PIT WIDTH 28' - 10 1/8"

9' - 8 1/4"

50'-1"

238' - 11 3/4"

3' - 9 7/8"

E.1

17' - 4"

24'-10"

3'-5 1/8" 1'-2 3/4"

4' - 10"

ENLARGED SLAB CONTROL PLAN

A2 A02-00e

1' - 7 3/4"

4'-10 5/8"

3'-1 3/4"

7 1/2"

W18

9' - 8 1/4"

W17

PIT WIDTH

W15

9' - 8 1/4"

W14

1' - 7 3/4"

W13

82' - 7 3/4"

W12

1' - 7 3/4"

W11

44' - 4"

7'-3 1/8"

W10

175' - 11 3/4"

13'-7 3/4"

W9

ELEVATION VARIES, SEE SLAB CONTROL PLAN

96' - 6"

1/2" = 1'-0"

W8

17' - 6 1/8"

3'-8 7/8"

W7

7 1/2"

BRICK LEDGE DIAGRAM

1/2" = 1'-0"

7' - 4"

2'-8 1/4"

CONC FOUNDATION, VARIES, SEE STURCTURAL

WEST BUILDING STUDY - STEM WALL

W6

42' - 4 1/4"

W5

17' - 6 1/8"

10 7/8" 4'-7 7/8"

W4

25' - 7 3/4"

E5 A02-00w

W3

2199 INNERBELT BUSINESS CENTER DRIVE ST. LOUIS, MISSOURI 63114 Ph 314.429.5100 Fx 314.429.3137

8 5/8"

W1 W2

GENERAL NOTES NOT ALL SCOPE IS SHOWN IN THIS PLAN FOR CLARITY. REFER TO OTHER ARCHITECTURAL PLANS/DETAILS IN ADDITION TO THE STUCTURAL DRAWINGS

6 1/8"

100' - 0"

201 WEST VICTORY, Savannah, GA 31405 (EAST BUILDING) 301 WEST VICTORY, Savannah, GA 31405 (WEST BUILDING)

6 1/8"

1/2" = 1'-0"

SLAB CONTROL PLAN GENERAL NOTES

CONCRETE SLAB, SEE STRUCTURAL OPENING AT LINT INTERCEPTOR, COORD. EXACT LOCATION WITH PLUMBING BRICK LEDGE, SEE DIAGRAM BOARD FORM CONCRETE, SEE WALL SECTIONS DETENTION CONTROL STRUCTURE, SEE CIVIL

154 157 162

100' - 0" 100' - 0"

ELEVATION VARIES, SEE SLAB CONTROL PLAN

5 3/8"

3' - 4 1/2"

WEST BUILDING STAIR 5 - STEM WALL

FLOOR PLAN KEYNOTES

151 152 97' - 0"

6 1/8"

ELEVATION VARIES, SEE SLAB CONTROL PLAN

100' - 0"

5' - 5 5/8"

F5

SLAB CONTROL PLAN GENERAL NOTES GENERAL NOTES NOT ALL SCOPE IS SHOWN IN THIS PLAN FOR CLARITY. REFER TO OTHER ARCHITECTURAL PLANS/DETAILS IN ADDITION TO THE STUCTURAL DRAWINGS

3' - 4"

2' - 7 3/4"

1' - 0" 1' - 3 1/8"

1' - 0" 1' - 3 1/8"

96' - 11 1/4"

100' - 0"

CONCRETE SLAB, SEE STRUCTURAL OPENING AT LINT INTERCEPTOR, COORD. EXACT LOCATION WITH PLUMBING STEM WALL BRICK LEDGE, SEE DIAGRAM STEEL COLUMNS, SEE STRUCTURAL, TYP. STUD PACK, SEE STRUCTURAL, TYP.

153 154 158 159

98' - 3" 100' - 0"

Conceal parking from right of way Align massing with street grid Create private courtyard

1"

151 152

6 1/8"

98' - 11"

97' - 8"

A02-00w

FLOOR PLAN KEYNOTES

1' - 0" 6 1/8" 10' - 0 7/8"

100' - 0"

Refined Massing

TBD

W7

Hide parking and create courtyard

Add parking volume

1' - 0"

Two buildings to occupy city block

015

2018-

A1 A02-01e

Copyright

C 2019 Forum Studio, Inc.

DRAWING NO.

OVERALL PLAN - EAST BUILDING - LEVEL 1 3/32" = 1'-0"

0'

5'

10'

20'

A02-01e

Forum # BF0104297 Consult.#

016

Lamar Johnson Collaborative

1. Roof / Mechanical Screen 2. Stucco 3. Window jamb extensions 4. Operable metal window 5. Metal panel to match windows 6. Flemish bond with proud end course 7. Wood / Natural Ipe

The different color bricks were chosen to scale down the long proportions of the building. The proud Flemish bond course is then introduced throughout the building to create a unifying pattern around the two buildings.

1

3

2

6 4

5

7

Black flemish bond occurs on the east facade of the west building

Grey flemish bond occurs on both east and west buildings

Grey flemish bond occurs on both east and west buildings

Savannah, GA

Professional

20118

017

018

Lamar Johnson Collaborative

Saint Louis County Library Throughout this project we have worked collaboratively with Interiors, Landscape and Planning, MEP, Civil, Structural, and Technology. By allowing all disciplines to work hand in hand since the beginning of the project we have been able to solve issues first hand in Schematic Design.

Main Entrances + Building Visibility

Design Articulation + Materiality

Views to Cour tyard

E

Pa t

ron

Ent

ran

ce

Dro

p-o

ff

D LIN

BER

GH

B LV

D

Primar y Building Visibility Secondar y Building Visibility

W

Fenestration Primar y Building Material Secondar y Building Material

Views to Cour tyard

Pa t

ron

Ent

ran

ce

Dro

p-o

ff

D LIN

BER

GH

B LV

D

Primar y Building Visibility Secondar y Building Visibility

Frame Primar y Building Material Secondar y Building Material

Views to Cour tyard

Pa t

ron

Ent

ran

ce

Dro

p-o

ff

L

Primar y Building Visibility

B IND

ERG

HB

LV D

Frame Primar y Building Material

Saint Louis, MO

Professional

Proposed Site Layout

Existing Site and Building

019

2021

Proposed Site Layout w/ Massing

94 93

113 BOOK DROP

COMPUTER LAB

HOLDS

CIRCULATION

RR

STAIR

RR

WORK AREA

STAIR

ARCHIVE

REFERENCE

GEN STAFF

88

EXHIBIT SPACE / EVENTS

MYSTERIES

OPEN TO ABOVE

POTENTIAL TO CLOSE OFF

NEW / POPULAR CATALOG STATIONS

UP

424 DOUBLE-SIDED UNITS

87

BOOK DROP

COMPUTERS

BOOK DROP BOOK DROP

OPEN TO BELOW

MICROFILM 56" TALL (8,700 ROLLS)

COMPUTERS / MICROFILM

CIRCULATION DESK FICTION / NONFICTION / OTHER

ADULT COLLECTION 10199 SF

SELF CHECKOUT

MAPS STORAGE PRINT

TOTE SHELVING

DN

NEWSPAPERS / MAGAZINES

RR

ELEV

HISTORY + GENEALOGY 8839 SF

ELEV

BREAK RM

COMMONS

RR

OPEN TO ABOVE

OPEN TO BELOW

REF STAFF CIRCULATION

PREFUNCTION / READING SPACE

STAIR

EVENT / MEETING 10757 SF

COMPUTERS

STAIR

COMPUTERS

TEEN MAKER MULTIPURPOSE STOR.

RR CHILDREN'S

APPROX. 72 PPL

APPROX. 160 PPL

APPROX. 72 PPL

APPROX. 160 PPL

CATERING / RECEIVING

STORY

STORAGE

+569

Level 1

94 93

Copyright © 2019 Lamar Johnson Collaborative

SLCL HQ

01/09/19

COMPUTERS

WORK AREA

STAIR

ARCHIVE

REFERENCE

88

GEN STAFF 424 DOUBLE-SIDED UNITS

Lobby/Reading Spaces

OPEN TO BELOW

MICROFILM 56" TALL (8,700 ROLLS)

COMPUTERS / MICROFILM

MAPS STORAGE PRINT

Book Circulation

DN

Adult Collection

HISTORY + GENEALOGY 8839 SF

ELEV

OPEN TO BELOW

REF STAFF

Event Space

CIRCULATION

STAIR

Reference

COMPUTERS

COMPUTERS

History and Genealogy

TEEN MAKER MULTIPURPOSE STOR.

Genealogy Staff

RR CHILDREN'S

Teen Collection

STORY

Children’s Collection Core/Mechanical

Level 2

Copyright © 2019 Lamar Johnson Collaborative

87

020

mouf studio

mouf studio

Dallas, TX Personal Work 2021-Present

The idea of designing our own home had never crossed my mind.

However, after eight unsuccessful offers on houses in Dallas and plenty of encouragement from my husband, we decided to purchase a lot and design a home from the ground up.

This journey was a true adventure. Although I am a practicing architectural designer, I had no experience building residential and neither did my husband, much less something so deeply personal.

As newcomers to the area, the project demanded both learning and adaptation.

Our design process became an evening ritual, with sessions often stretching from 6 p.m. late into the night, fueled by new ideas and limited by a modest budget. Initially, we struggled to squeeze in our program needs, seeking design solutions that felt both smart and feasible. The breakthrough came when we decided to phase the project and set the house back an additional 20 feet from the zoning requirement. This setback allowed for future expansion and created the opportunity for a two-story addition at the front.

The final design clearly defines social and private zones, connected by a transitional element that flows seamlessly between the two. The simplicity and efficiency of the layout have made the home not only functional but also wonderfully livable. We’re proud of the dedication and hard work it took to create a space that truly feels like home.

Dallas, TX

Professional Work

2021-Present

021

022

mouf studio

1+1=1 The massing of the house consists of two vaulted volumes that are connected by a trasition piece. The social quarters are located in the volume facing the street and the private quarters are located in the volume facing the back yard.

northwest axon

southeast axon

Dallas, TX

Personal

2021-Present

023

Setback The zoning regulations for the house require a 20-foot setback, but we chose to set the house back 40 feet to allow for a potential two-story addition at the front. This planned addition would include a two-car garage with convenient access to the kitchen and a second-floor studio apartment designed for guests or renters.

1

4

3

2

10 5

6

9

7

8

7

8

7

1. Main Entry 2. Living Room 3. Dining Room 4. Kitchen 5. Office 6. Laundry 7. Bedroom 8. Bathroom 9. Deck 10. Service

024

SCAPE Architecture

SCAPE Architecture Paris, France Study Abroad Principal Ludovica Di Falco Fifth year Fall 2016 “The basis of SCAPE’s mission is the determination to retrieve the twentieth century Italian tradition of architecture and engineering; to return to a type of project design that respects formal research, maintains a dialogue with history, is aware of technical and constructional aspects and of context” During my internship I was a participant of several projects such as: the Grand Paris Express competition for the Bondy Train Station (competition winner), the Batignolles office and retail building, the Central Control Center (CCC) for the Regional Express Railway Network of east Paris, and the firm’s project book.

Throughout the course of my 7 month internship at SCAPE I was able to achieve a higher level of understanding of how an office is managed and how projects are administered. As an intern I was able to acquire knowledge on European design, construction, and competition bidding.

Study Abroad - Paris, France

Fifth year, Internship

F. 2016

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SCAPE Architecture

Central Control Center (CCC) for the Regional Express Railway Network of east Paris Gross area : 4,680 sqm (50,375 sqft)

Study Abroad - Paris, France

Fifth year, Internship

F. 2016

Image Credits: Marco Tripodi

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Trouville Nexity

SCAPE Architecture

Study Abroad - Paris, France

Fifth year, Internship

F. 2016

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Batignolles Offices and Retail Gross area: 17,000 sqm (182,900 sqft)

Image Credits: Marco Tripodi

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Travis County Courthouse

Place of Justice: Travis County Courthouse Austin, Texas, USA Integrated Studio Professor John Trefry Fourth year Spring 2016 Everything has a reaction to something else. Nothing is able to exist by itself. The social environment imprints by external forces that already exist.

With this in mind our group decided on a set of values that reflected our views towards justice. We firmly believe that the idea of justice is affected by external forces such as knowledge, awareness, and context.

For this reason our building evolved from a solid, heavy mass to a voided, eroded sculpture.

The vertical cut was based on program and reflected light entering the building. The bottom cut, or civic cut, adds a public space on the site by activating the corner of Guadalupe St and West 4th St and also creates a human scale upon entering the building. This 500,000 sqft courthouse consisted of an intricate planning of secure, public, and restricted program spread throughout 25 courtrooms. The courtrooms are interlocked to optimize the surplus of space that is left from the 18’ courtroom ceiling heights. The façade of the building evokes the feeling of a rock that has been worn through time.

Integrated Studio

Fourth year, Group Project

S. 2016

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Travis County Courthouse

Access 1. Public Parking Entrance 2. Staff Parking Entrance 3. Alley Loading Dock 4. Secure Sallyport Entrance 5. East Pedestrian Ramp Access 6. North Pedestrian Stair Access

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Integrated Studio

Fourth year, Group Project

S. 2016

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Travis County Courthouse

Integrated Studio

Fourth year, Group Project

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Level 19 288' - 0"

Level 18 273' - 0"

Level 17 258' - 0"

Level 16 243' - 0"

Level 15 228' - 0"

Level 14 213' - 0"

Level 13 198' - 0"

Level 12 183' - 0"

Level 11 168' - 0"

Level 10 153' - 0"

Level 9 138' - 0"

Level 8 123' - 0"

Level 7 108' - 0"

Level 6 93' - 0"

Level 5 78' - 0"

Level 4 63' - 0"

Level 3 44' - 0"

Level 2 29' - 0"

Level 1 8' - 0" Ground 0' - 0" G1 -5' - 0" G2 -18' - 0" G3 -31' - 0" G4 -44' - 0" G5 -57' - 0" G6 -70' - 0" G7 -83' - 0" G8 -96' - 0"

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Travis County Courthouse

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Integrated Studio

Fourth year, Group Project

Atrium

Courtroom Lobby A04_Sent to Cloud_Courtroom Lobby

Courtroom

S. 2016

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Travis County Courthouse

1/2” Plywood Canted Wood Block 1/2” Plywood Foam Backing Rod with Sealant U-Shaped Metal Extrusion Anchor Bolt Metal Stud Sheathing Vapor Barrier Rigid Insulation Precast Concrete Panels

Galvanized Metal Flashing 1/2” Plywood EPDM Roofing Membrane U-Shaped Metal Extrusion Rigid Insulation Vapor Barrier Lightweight Concrete Metal Decking I-Beam L-Shaped Bracket Cellular Beam LB18x22

L-Shaped Bracket Bolts

Double Studded Steel Wall Precast Concrete Panels Gypsum Sheathing Double Layer Gypsum Steel Track Anchor Bolt Cast in Place Steel Plate Z-Shaped Bracket Floor Finish Sub Floor Light Weight Concrete Metal Decking Rigid Insulation

Ceiling finishes

Glass

Floor finishes

Wall Finishes

Exterior

Courtroom Interior

Interior

W-10x49 Column Suspended Celling Hangers Celling Track Celling Finish

Precast Concrete Panels Gypsum Sheathing Double Layer Gypsum Anchor Bolt Cast in Place Steel Plate Z-Shaped Bracket Floor Finish Sub Floor Light Weight Concrete Metal Decking L-Shaped Bracket Cellular Beam LB18x22 I-Beam Rigid Insulation L-Shaped Bracket

W-10x49 Column Suspended Celling Hangers Celling Track Celling Finish

Integrated Studio

Aluminum Tube U-Shaped Channel L-Shaped Steel Connection Metal Stud Pony Wall 5/8” Gypsum Board

Base Board Wood Floor Finish Sub Floor Light Weight Steel Concrete Metal Decking Cellular Beam LB18x22 L-Shaped Bracket L-Shaped Connection Furring Blocking Termination 5/8” Gypsum Board

2 Pane Angled Glass 2 Pane Glass Canopy Steel Pipe Wealded Bead

Structural Silicone 2 Pane Structural Glass Wall

Paving Drainage Grill Sand Earth Gravel Filter Layer Drainage/Reservoir Vapor Barrier Insulation Plywood Deck Light Weight Concrete Metal Decking Beam L-Shaped Steel Connection Cellular Beam LB18x22

Fourth year, Group Project

S. 2016

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Celebrating Movies + Theaters: Cinematic Arts Museum

Celebrating Movies + Theaters: Cinematic Arts Museum Dallas, Texas USA Design Studio Professor Kapila Silva Third year Fall 2014 With museums, performing arts centers, and parks the Arts District in Dallas, TX, is a hub for culture, art, and music. Its venues are designed to be works of arts themselves by celebrated architects. The proposed project was to create a Cinematic Arts Museum that adds to this center of education and entertainment.

The design concept is inspired from the general shape of a movie theater – a raised, stepped up platform looking towards a screen.

One end of the museum (the public spaces) is anchored on the ground and the other end (the galleries) is cantilevered. As visitors approach they are pulled in to the building below the cantilevered galleries. The building is positioned diagonally on the site breaking the city grid and following the north-south axis, creating two public spaces either side to house a sculpture garden and an outdoor amphitheater for public events. A steel frame box truss system that is cradled by concrete pylons holds the entire building and its cantilevered portion.

Design Studio

Third year, Solo Project

F. 2014

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Celebrating Movies + Theaters: Cinematic Arts Museum

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Nasher Sculpture Center

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Cinematic Arts Museum Museum Tower

Design Studio

Third year, Solo Project

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Temporary Gallery + Movie Theaters

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Meyerson Symphony Center

Winspear Opera House

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Celebrating Movies + Theaters: Cinematic Arts Museum

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Gallery

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1- TPO Roofing 2- Metal Flashing 3- Blocking 4- Insulation 5- Wood Sheathing 6- Moisture Barrier 7- Plywood Decking 8- Steel Channel 4” O.C. 9- Wide Flange 10- Mega Box Truss 11- Aluminum Frame 12- Steel Extrusion Conector 13- Curtain Wall System 14- Aluminum Ribbon 15- Column 16- Display Case 17- Floor Finish 18- Metal Decking 19- Web Joist 20- I-Beam 21- Floor Finish 22- Joists 23- Concrete 24- Finish Floors 25- Cradle Wall 26- Mega Box Truss

Design Studio

Third year, Solo Project

F. 2014

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The Skin

Learning Center

Offices

Temporary Gallery

Atrium

Gallery

Gallery

The skin of the building was inspired by red curtains that were historically seen in theaters. The skin is created by aluminum ribbons that extend from top to bottom. The ribbons open up at points where circulation is prominent inside the building allowing the visitor to “escape from reality”.

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Fatima Moufarrige University of Kansas Master of Architecture 2017 +1 (785) 727 3902 fatima.moufarrige@gmail.com