Marsha Ferguson _ Architecture Portfolio by marshaferguson

P O R POR T F O T F O L I O L I O Marsha Ferguson Marsha Ferguson Architecture Portfolio Architecture Portfolio

MARSHA FERGUSON PROFILE INFO Produced day-to-day construction documents and graphic design representations while engaging with clients and consultants across project phases, currently pursuing architectural licensure.

WORK EXPERIENCE Architectural Designer II

2023 - Present

Newground International Supported client and consultant communications across all project phases, serving as the primary point of contact on select projects while coordinating with architects, designers, and MEP/Structural/Civil engineering consultants Produced construction documents for retail clients, conducting site surveys, code and zoning research, and due diligence reports ensuring regulatory compliance

CONTACT INFO Phone 312-765-3137

Email renee41085@gmail.com

Location Chicago, IL.

CONTENTS

Collaborated with senior leadership on scheduling, staffing,

01 - MOVING ARTS CENTER

and timeline management across multiple concurrent retail projects Project Coordinator Holabird and Root

02 - WOLF POINT TOWERS 2019 - 2023

03 - POLK STREET RESIDENCE

Prepared drawings for contract phases from schematic design through bid/permit, including details, sections, elevations, and schedules. Produced amendments, addenda's, and bulletins as well as provided Construction Administration assistance.

04 - MATIAS SOTO STREET DINING ROOM 05 - PROFESSIONAL WORKS

Performed code reviews and calculations according to

MY SKILLS ADVANCED Autodesk - AutoCAD, Revit Sketch-Up Bluebeam Revu Microsoft - Teams, Word, Excel, PowerPoint, Outlook PROFICIENT Adobe Creative Suite InDesign, Photoshop, Illustrator Enscape

specified standards and code reviews. CAD Designer

06 - ADDITIONAL WORKS 2017 - 2019

Weaver Consultants Group Created groundwater elevation contour maps from survey data. Conducted research on site boundary's and contextual history. Produced site location and layout maps specifying boundary and conditions. Survey Drafter

2018 - 2018

Associated Surveying Group, LLC Produced plat of surveys for residential projects. Reviewed legal description and subdivision plats to ensure the correct easements and setbacks. Compared Surveyor measurements with archived site measurements.

FAMILIAR WITH ProCore 3DS Max Rhino Grasshopper

EDUCATION HISTORY Prof. Bachelor Of Architecture

2014 - 2019

Illinois Institute of Technology Major: Architecture Harold Washington College

2003 - 2014

HOLABIRD & ROOT Position - Project Coordinator I SEASONS RETIREMENT COMMUNITIES SENIOR HOUSING DEVELOPMENT During my time at Holabird & Root, I worked on various projects related to healthcare, CHA housing, senior housing, and education at both the K-12 and college levels. Notably, I contributed to the new Senior Retirement Development in St. Catharines, Ontario, Canada. This is a multi-phased project and includes the development of a six-story building with 143 units. Numerous spaces within the development were designed to cultivate a sense of community amongst residents. These spaces include dining facilities, a large kitchen, theater, games/activity room, exercise room, party room, social gathering areas, outdoor patio, and more. The project is situated on a 10-acre site and will include a total of 560 retirement units spread throughout the development. My main focus was the construction document phase, where I honed my Revit skills and adapted to the workflows of a large-scale team. I worked under tight deadlines, helped package drawings to meet milestones, and gained a deeper understanding of effective coordination within complex projects.

Softwares: Revit / Enscape / Photoshop

Location // St. Catharines, Ontario, Canada Type // Senior Housing Development Size // 143 units

CURATED MATERIAL COLORS FOR THE EXTERIOR FACADE: After selecting James Hardie board as the building's exterior material, I was responsible for choosing a color palette to share with the client for review. The initial color options included shades typical of the client’s previous developments, while also introducing a few slightly cooler tones.

Palette Option #2

Designer Cream

Spun Silk

Artic White Artic White

LightLight MistMist

Praline

Baby Chick

Artic White

Light Mist

Gold Rush

Good Fortune

Artic White

Cobble CobbleStone Stone

Golden Harvest

Spun Silk

Gray Slate

Palette Option #3

Options:

Design Manufacturer:

Design Product:

Palette Option #4

Dream Collection James Hardie Plank Lap Siding – Smooth Finish James Hardie Reveal Panel System – Smooth Finish

Palette Option #1

Palette Option #5

Sugar Maple

Spun Silk

Artic Artic White White Artic Artic White White

Cobble Stone Cobble Stone Cobble Stone Cobble Stone Cobble Stone Cobble Stone

Cobble Cobble StoneStone

SEASONS ST. CATHARINES

COLOR COMPARISONS M. FERGUSON

09/25/20 Comm. No.

15726.1A

COLOR COMPARISON EXERCISE:

STONE ROX - MOUNTAIN LEDGE LOYALIST GREY: STONE ROX - MOUNTAIN LEDGE LOYALIST GREY:

During the later stages of the project, the exterior building material was changed from James Hardie board to EIFS. Since the owner had already approved the colors to be used, I was tasked with conducting a color comparison between the two materials to ensure that the new material matched the previously approved colors. BENJAMIN MOORE COLORS: BENJAMIN MOORE COLORS:

NORTH ELEVATION RENDERING

EIFS-4 EIFS-3

1" = 60'-0" EIFS-4 EIFS-3 EIFS-4 EIFS-2

EIFS-3 EIFS-1

EIFS-2

EIFS-1

EIFS-2

EIFS-1

JAMES HARDIE COLORS: JAMES HARDIE COLORS:

SOUTH ELEVATION RENDERING 1" = 60'-0" COLOR CODES COMPARISONS: MATERIAL CODE: APPROVED JAMES HARDIE COLORS: COLOR CODES COMPARISONS:

BENJAMIN MOORE COLOR CODES:

FC-1 to EIFS-1 MATERIAL CODE:

COBBLE STONE APPROVED JAMES HARDIE COLORS:

REVERE PEWTER BENJAMIN MOOREHC-172 COLOR CODES:

FC-1 FC-2 to to EIFS-1 EIFS-2

COBBLE STONE AGED PEWTER

REVERE HC-172 CHELSEAPEWTER GRAY HC-168

FC-2 FC-3 to EIFS-2 EIFS-3

AGED ARCTICPEWTER WHITE

CHELSEA GRAY HC-168 HORIZON 1478

FC-3 to to EIFS-4 EIFS-3 FC-4

ARCTIC WHITE PEARL GRAY

HORIZON 1478 1460 SILVER DOLLAR

FC-4 to EIFS-4

PEARL GRAY

SILVER DOLLAR 1460

STONE ROX - MOUNTAIN LEDGE SANDSTONE BEACH:

BENJAMIN MOORE COLORS:

EAST ELEVATION RENDERING 1" = 60'-0"

BENJAMIN MOORE COLORS: BENJAMIN MOORE COLORS: JAMES HARDIE COLORS: JAMES HARDIE COLORS:

JAMES HARDIE COLORS:

EIFS-2

EIFS-3

EIFS-4

EIFS-1

EIFS-2

EIFS-3

EIFS-4

EIFS-1

WEST ELEVATION RENDERING 1" = 60'-0"

EIFS AS SCHEDULED WRB TO WRAP OVER COVER BOARD AT CANOPY ROOF DRIP MATAL FLASHING AT TRANSITION FROM EIFS TO ROOF ROOF MEMBRANE OVER INSUL. AND CANT STRIP AT TRANSITION ROOF MEMBRANE 1/2" COVERBOARD

REFER TO ROOF PLAN FOR CANOPY DRAIN LOCATIONS

1-1/2" METAL DECK

OPEN AIR CAVITY DRAIN TO BE CONNECTED TO CATCH BASIN PIPE AT EXTERIOR

STRUCTURAL THERMAL BREAK IN LINE WITH INSULATION

HSS BEAM, SEE STRUCT. EIFS AS SCHEDULED LINEAR PLANK CEILING BASIS OF DESIGN: ARMSTRONG METALWORKS LINEAR, 8" PLANKS, EFFECTS CHERRY EXTERIOR, M1 UNPERFORATED, W/ 2" EFFECTS WOOD LOOKS TRIM AT FULL PERIMETER. INSTALL USING MANF. STANDARD CEILING STRUCTURE FIELD CUR PER MANF. FOR RECESSED FIXTURES AND PROVIDE BLACK ESCUTCHEONS. FIBER CEMENT TRIM BACKER ROD & SEALANT JT BOTH SIDES AT ALL (4) SIDES OF ALUM FRAME, TYP. ALUM. STOREFRONT SYSTEM, SHIM AS REQ'D CEILING AS SCHEDULED

4 DETAIL AT EAST CANOPY/BUILDING INTERFACE A9-3

1 1/2" = 1'-0"

1' - 0 1/2" 318 mm WINDOW SYSTEM - SHIM AS REQUIRED

0' - 4 1/2" 0' - 4 1/2" 0' - 3 1/2" 111 mm 114 mm 92 mm

CONTINOUS SEALANT AND BACKER ROD

1 LAYER 5/8" GYPSUM BOARD SHEATHING ON 7/8" HAT CHANNEL FURRING OR 2 1/2" METAL STUD @ 24" O.C., MAXIMUM

2' - 0 1/2" 622 mm

CONCRETE SHEAR WALL. SEE STRUCTURAL DWGS.

0' - 3" 0' - 4"

102 mm 79 mm

0' - 8"

203 mm

0' - 4" 98 mm

1' - 2" 352 mm

0' - 3"

79 mm

EIFS, REFER TO ELEVATION

METAL STUD HEADER OVER R.O., TYP.

ST-1 STONE VENEER BATT INSULATION 1 LAYER 5/8" GYPSUM BOARD SHEATHING ON 6" METAL STUDS 24" O.C.

FIBER CEMENT TRIM BACKER ROD & SEALANT JT BOTH SIDES AT ALL (4) SIDES OF ALUM FRAME, TYP.

EIFS

ALUM STOREFRONT SYSTEM, SHIM AS REQ'D

G2 - SPANDREL, SEE A4-1

WOOD BLOCKING - AS REQUIRED, TYP.

FIBER CEMENT TRIM BACKER ROD AND SEALANT EACH SIDEOF SHIM

1 PLAN DETAIL - EXT. CORNER AT SHEAR WALL - DINING HALL A5-9

9 SECTION DETAIL - SPANDREL GLASS @ TOP OF WINDOW A5-11 1 1/2" = 1'-0"

1 1/2" = 1'-0"

PLAN NORTH

N 3' - 2" TYP. UNO

2' - 6 3/4"

152 mm

781 mm 1' - 6 5/8" 472 mm

6 1/4"

6' - 10 3/8"

157 mm

2094 mm

VAPOR RETARDER MEMBRANE (6 MIL MIN.)

2' - 0"

2" 51 mm 6"

330 mm TERMINATION BAR W/ CONT. BEAD OF SEALANT ALONG TOP OF FLASHING, TYP.

CONCEALED CLIPS, TYP. AS REQ'D BY MANF.

DRIP METAL FLASHING AT TRANSITION FROM EIFS TO ROOF

UNDERLAYMENT PER MANF. OVER PLYWOOD DECK, SLOPED 1" PER 12". REFER TO SHEET A2-5 FOR ROOF PLAN LAYOUT. PROVIDE CONTINUOUS SNOW GUARD (DOUBLE RAIL TYPE) AT LOW ENDS OF SLOPES, CLIPPED TO SEAMS PER MANF. TYP.

EXTENT OF FIELD APPLIED STUCCO BY EIFS MANF.

5/8" SHEATHING

12" TYP. OR PER MANF.

LIGHT-GUAGE METAL FRAMING BY EIFS MANF.

1 METAL COPING W/ DRIP EDGE.

6 3/8"

5/8" 3"

"Z" CLOSURE

2' - 10"

9" 2 1/4"

B / ROOF 21.26m +69' - 9"

PROVIDE BLOCKING AS REQUIRED TO ACHIEVE SLOPE AND PREVENT DEFLECTION.

2X6 METAL FRAMING @ 24" O.C.

56 mm

AIR SPACE

STANDING SEAM METAL ROOF, MS2 2" DEEP MECHANICALLY SEAMED, PROVIDE "DOUBLE FOLD" TYPE SEAMS BY WESTERN STATES METAL ROOFING MANF., WITH MIN. 40 YEAR WARRANTY; INSTALL AS PER MANF. REFER TO SECTION 074113.13. PROVIDE BUTYL TAPE AT LAPS BETWEEN METAL PANELS. CONC ROOF SLAB. REFER TO STRUCT. DWG'S

229 mm

EIFS-3

1' - 1"

152 mm

CONTINUOUS 4" SOFFIT VENT WITH INSECT SCREEN

1" AIR BARRIER - WRAP CONTINUOUS INSIDE OF OPENING

3/4" EXTERIOR GRADE PLYWOOD SHEATHING

25 mm EQ

LOOSE FILL INSUL. AT BALC. CEILINGS, TYP.

SST FLASHING 1" REVEAL AT EIFS FIBER CEMENT TRIM

ALUM. STOREFRONT.

1 TYPICAL SECTION DETAIL - PARAPET AND BALCONY CANOPY A5-13 1 1/2" = 1'-0"

25 mm

TERMINATION BAR W/ CONT. BEAD OF SEALANT ALONG TOP OF FLASHING, TYP.

610 mm

MIN. WOOL INSULATION W/ INTEGRATED COVER; R-40 (10" AVG. THICKNESS) 1/4" : 12" MIN. SLOPE TO ROOF DRAIN, TYP.

203 mm

CANT STRIP OR LARGE DIA. BACKER ROD.

864 mm

77 mm

11"

279 mm

WRAP MEMBRANES SO COPING AND FLASHING OVERLAPS MEMBRANES, TYP.

EIFS-4 ON 2" RAILS.

1" REVEAL EA. SIDE. ALIGN OUTSIDE EDGES TO FINISH FACES OF WALL AS SHOWN.

162 mm 16 mm 77 mm

TAPERED INSUL.

151 mm

METAL COPING WITH DRIP EDGES BOTH SIDES

35' - 10" 10922 mm

22' - 2" 6756 mm

16' - 10" 5131 mm

24' - 0" 7315 mm

9' - 4" 2845 mm

8' - 2" 2489 mm

15' - 2" 4623 mm

9' - 0" 2743 mm

14' - 4" 4369 mm

5' - 3" 1600 mm

7' - 3" 2210 mm

10' - 10" 3302 mm

2' - 7" 3' - 8" 7' - 8" 787 mm 1118 mm 2337 mm

19 20

7' - 4" 2' - 1" 2235 mm 635 mm

13' - 8" 4166 mm

2' - 1" 635 mm

2' - 11" 889 mm

12' - 0"

13' - 4" 4064 mm

22 11' - 2" 3404 mm

12' - 0"

TECHINCAL SKILLS / DESIGN / SPATIAL PLANNING / COORDINATION:

23 13' - 1" 3988 mm

12' - 0"

A STAIR C ST-C

3404 mm

11' - 2"

A 12' - 0"

1' - 4 1/2" 425 mm

3 A6-8 D MED CL. 126A

11' - 0"

12' - 0"

ACTIVITY OFFICE 110

DEMO KITCHEN 125

10' - 0"

STOR. 113

5 A9-2

3' - 0"

12' - 0"

8' - 0"

12' - 0"

TOILET 179

TOILET 178

CSM OFFICE 171

MED ADMIN 168

9' - 0"

SERVICE 131

10' - 0"

MED FILES 167

10' - 6"

10' - 0"

UNISEX TOILET 129

9 1/4" 237 mm

10' - 0"

12' - 0"

5994 mm

12' - 0"

ELEV. #1 E-1

LOUNGE 121

10' - 6" MICRO MARKET 125A

10' - 6"

10' - 0"

2 A6-13

ELEV. #2 E-2

12' - 0"

10' - 0"

ELEV. #3 E-3

VESTIBULE 133

10' - 0"

10' - 6"

7' - 0"

9' - 0" TRASH 165 N.C.

10.08

13 10' - 0" N.C.

MC UNIT 156

10' - 0"

MC UNIT 153

1' - 5" 436 mm

10.08

9' - 0"

1' - 2" 358 mm

13' - 0"

3962 mm

A9-1B 1" = 1'-0"

10' - 0"

13 X

ROOF HATCH

8 GA. HANGER WIRE 24" O.C.

CORRIDOR 141

Y 13

6" STEEL C TRACK 25 GA.

10' - 0"

10.08

MC UNIT 142

10.08

1" LINEAR PANEL SHAFT LINER

10' - 0"

2" X 6" MINERAL WOOL

10.08

AA 3200 mm

5 A6-20

AA 4" CT STUDS 20 GA. 24" O.C. MAX.

BB 4 A6-20

1 100 LEVEL REFLECTED CEILING PLAN

PLAN NORTH

MC UNIT 151

MC UNIT 150

10' - 0"

MC UNIT 149

10' - 0"

3/32" = 1'-0"

LIGHT FIXTURE AS SCHEDULED. SEE RCP FOR LOCATION AND REFER TO ELECT. DWG'S FOR SPEC.

MC UNIT 152

A3-2

12 SOFFIT TRANSITION @ SALON

MC UNIT 140

3' - 0" 914 mm

10.08

10' - 6"

MC UNIT 139

2' - 4" 706 mm

10.08

10' - 0"

JC 163 N.C.

2' - 3 1/2" 694 mm

7' - 3"

2210 mm

7' - 4"

LOUNGE 159

COURTYARD 165D

10.08

MC UNIT 154

10' - 0"

10.08

10' - 0"

MC UNIT 138

STOR. 172

MC UNIT 155

GPDW SOFFIT ON LIGHT GAUGE METAL FRAME

10' - 0" READING / WRITING LOUNGE 160

LIGHT FIXTURES AS SCHEDULED

3' - 0 1/2" 930 mm

MC UNIT 137

N.C.

5969 mm

19' - 7"

10.08

914 mm

20' - 7"

6274 mm 1880 mm

6' - 2" 7' - 3"

2210 mm

FILES 162

10.08

8' - 0"

CEILINGS AS SCHEDULED. REFER TO RCP FOR HEIGHTS

10' - 0"

9' - 0"

2 A6-15

12' - 0"

EXAM 173

MC UNIT 136

10.08

10' - 0"

10' - 6"

10.08

10' - 0"

2235 mm

12' - 0"

10' - 0" CORRIDOR 157

10' - 6"

12' - 0"

MC UNIT 158

2x6 METAL BLOCKING @ 24" O.C. TO DECK BRACE AS NEEDED

9' - 0"

1' - 6" 455 mm

10' - 0"

9' - 0"

TOILET 164

10' - 0" 9' - 0"

QUIET ROOM 176

10' - 0"

3' - 8" 1114 mm

STOR 177 9'-6"

EXERCISE 180

1' - 1" 326 mm

12' - 3"

3733 mm

10.08

10.08 STAIR A ST-A

UNDERSIDE OF DECK

MC UNIT 135

10' - 0" MAIL 181

8' - 0"

10.08

12' - 0"

10' - 0"

R 2 A9-3

STOR. 170

2 A6-14

8' - 0"

10' - 0"

2 A6-11

MEDS 169 N.C.

14' - 6"

4420 mm

10' - 6"

SALON 182

N.C.

MC UNIT 134

13 13

N.C.

BAS CLOSET 165C N.C.

3' - 0"

13' - 1"

3988 mm

10' - 0"

10' - 6"

A9-1B 1" = 1'-0"

LAUNDRY 166

10' - 0" 10' - 6"

13 BULKHEAD TRANSITION @ MC NURSE STATION

10' - 0" EQ

7' - 0"

10' - 6" 10' - 0"

CORRIDOR 122

STAIR B ST-B

10' - 6"

10' - 0"

LIGHT FIXTURES AS SCHEDULED

DATA CLOSET #2 132

CORRIDOR 122

PUB/GAMES 120

9' - 0"

GPDW SOFFIT WRAP VERTICAL SUPPORTS

STAFF ROOM 130

12' - 0"

1251 mm

12' - 0"

10' - 0"

12' - 0"

4' - 0"

9' - 0"

* BALCONY ABOVE

7' - 0"

ALIGN SOFFIT TO COLUMN

1' - 2 7/8" 378 mm

12' - 0" 13

9' - 0"

2 A6-12 13

10' - 0"

2 A6-16

914 mm

CEILINGS AS SCHEDULED. REFER TO RCP FOR HEIGHTS

STORAGE 184

8' - 6" 7' - 0"

2x6 METAL BLOCKING @ 24" O.C. TO DECK BRACE AS NEEDED

9' - 0"

TOILET 123

MAIN DATA ROOM 115

MANAGER OFFICE 183

8' - 6"

9' - 0"

CLOSING ROOM 102

10' - 0"

TOILET 124

CACF 119

OFFICE 104

10' - 0"

* BALCONY ABOVE

12' - 0"

10' - 6"

12' - 0" 30" x 40" LOUVER SOFFITS AS PER TYPICAL SPECIFICATION, REFER TO MECHANICAL SHEETS.

8' - 0"

BUSINESS MANAGER OFFICE 103

G KITCHEN 127

9' - 0"

10' - 0"

12' - 0" 12' - 0"

1' - 0" 305 mm

12' - 0"

10' - 0"

JAN. CL. 127D

12' - 0"

OFFICE 111

WORK ROOM 114

3150 mm 1' - 8" 508 mm

10' - 4" 5' - 5"

10' - 0"

N.C.

12' - 0"

1' - 4" 10' - 4"

LEASING MANAGER OFFICE 105

CANOPY, SEE ENLARGED PLANS FOR FURTHER DETAIL

19' - 8"

11' - 0"

12' - 0"

10' - 6"

12' - 0"

9' - 0"

1981 mm 1651 mm

6' - 6" 10' - 1"

9' - 0"

12' - 0"

STOR. 112

3073 mm

10' - 0"

THEATER/ CHAPEL 109

10' - 6"

10' - 0"

TOILET 108

8' - 10" 2688 mm

10' - 0"

SPA 107

12' - 0"

10' - 10"

3302 mm

1' - 9"

3150 mm 406 mm 3048 mm 533 mm

10' - 0"

1' - 8"

10' - 0"

508 mm

11' - 4"

JC 117 N.C.

2 A6-10

CORRIDOR 118

3454 mm

11' - 0" 10' - 6"

CRAFTS 106

1 A6-9B C

DINING 126

10' - 0"

1' - 6" 458 mm

11' - 8"

3556 mm

12' - 6"

3810 mm

12' - 0" 10' - 6"

11' - 0"

While learning to create construction documents for the first time on my initial project, I was responsible for developing a clear and legible reflected ceiling plan. My task involved identifying the optimal locations for the surrounding lights in relation to the placement of the coffered ceilings. I also needed to coordinate with both the Mechanical and Electrical engineers to determine the best placement for the diffusers. This project posed challenges due to the limited space available for ductwork, which often required us to adjust our lighting arrangements while ensuring adequate illumination for each area and maintaining aesthetics.

6" UNO

1' - 6" 455 mm MC UNIT 148

6 A6-19

10' - 0"

MC UNIT 147

1' - 6" 453 mm MC UNIT 146

MC UNIT 145

10' - 0"

1' - 6" 455 mm MC UNIT 144

10' - 0"

MC UNIT 143

ALIGN SAW-CUT OPENING TO UNDERSIDE OF LANDING @ 10'-0" A.F.F. (VIF) & ALIGN VESTIBULE CEILING.

3 LAYERS 5/8" TYPE X GYPSUM WALL BOARD 2- HOUR FIRE RATED GYPSUM CEILING ASSEMBLY; UL DESIGN G586 STAIR

VESTIBULE

FIRE SEALANT FULL PERIMETER @ ALL JOINTS

10' - 0"

11 CEILING TRANSITION @ VEST. 133 AND STAIR B 9

13 14

19 20

A9-1B 1 1/2" = 1'-0"

4" CT STUDS 20 GA. 24" O.C. MAX.

W26

CONC. BEAM PER STRUCT. DWGS

4" 102 mm TYP.

MOUNT LINEAR COVE LIGHT FIXTURE TO INSIDE OF COVE, FULL PERIMETER SO THAT IT ILLUMINATES THE EDGES OF THE SOFFITS.

4" 102 mm TYP.

6" 152 mm UNO

4" 102 mm TYP.

ALIGN SOFFIT TO EDGE OF WALL.

6" 152 mm UNO.

4" 102 mm TYP.

WRAP GPDW ALL SIDES OF COVE AROUND FULL PERIMETER.

VARIES REFER TO PLANS

FIREPLACE; REFER TO INTERIOR DWG FOR DETAILS.

CEILINGS AS SCHEDULED, SEE RCP.

SOFFIT TRANSITION @ MICROMARKET SOFFIT TRANSITION @ MICROMARKET A9-1D 1 1/2" = 1'-0"

A9-1D 1 1/2" = 1'-0"

0' - 2" 48 mm

BATHROOM POD DOOR OPENING FINISHED BY MANF.

STUDS ANCHORED TO SHEAR WALL AND FRAMING OF BATHROOM POD DOOR AS SCHEDULED

CONTRACTOR TO INSTALL 5/8" GPDW AND PAINT AS SCHEDULED.

BATHROOM POD WALL BY MANF.

CONC. SHEAR WALL. SEE STRUCT. DWGS

JAMBDETAIL DETAILATAT BATHROOM POD DOOR ADJACENT SHEAR JAMB BATHROOM POD DOOR WITHWITH ADJACENT SHEAR

WALL 7 WALL

A9-1C A9-1C 111/2" 1/2"= =1'-0" 1'-0"

STEEL BEAM REFER TO STRUCT. DWG'S.

2x6 METAL BLOCKING @ 24" O.C. TO DECK BRACE AS NEEDED

6" UNO

ALIGN SOFFIT TO COLUMN

CEILINGS AS SCHEDULED. REFER TO RCP FOR HEIGHTS ALIGN GPDW SOFFIT TO MULLION

3 SOFFIT TRANSITION @ THEATER/ CHAPEL A9-1C 1" = 1'-0"

NEWGROUND INTERNATIONAL Position - Architectural Designer II PANDA EXPRESS - RETAIL PROTOTYPE WASHINGTON, PA - GROUND-UP At Newground International, I gained hands-on experience with both ground-up construction and renovation projects for retail prototypes. As an Architectural Designer II, I was responsible for coordinating between various consultants, including our MEP and structural teams as well as the owner’s consultants for civil, landscape, and signage. Working on retail prototypical projects such as Panda Express provided me with valuable insights into disciplines beyond architecture. For the Washington, PA project, my role involved producing site test fit options to assist the client in determining which prototype could be applied to the site. I evaluated the maximum amount of parking that could be provided according to code regulations, the best access from the road based on said regulations, and the maximum number of cars that could fit in the drive-through, also in compliance with code regulations.

Softwares: AutoCAD / SketchUp / Powerpoint

Location // Washington, PA Type // Retail Prototype / Ground-up Construction Size // 2,400 sf

HOBBY LOBBY FIVE BELOW

FUTURE MENARDS AND DICK’S ANCHOR

40 36 29 31 39

32 35

TACO BELL

CHICK FIL A

WALNUT GRILL WASHINGTON

37 33

OLIVE GARDEN

28 24 20

19 11

18 9 12

15 14

13 45

CONSIDERATIONS: • 2400 PANDA HOME COMPACT (FACING AWAY FROM ROAD) • PARKING REQ MET • DT 2-2-1 • ACCESS POINT TO OLD MILL BLVD • CROSS-ACCESS POINT TO ADJACENT PROPERTY

VERSION: PARKING: DT STACK:

R2 39 (-12) 21 (+5)

CONSIDERATIONS: • 2400 PANDA HOME COMPACT (FACING AWAY FROM ROAD) • WILL REQUIRE PARKING VARIANCE • DT 2-2-1 w/ MOD ESCAPE LANE • ACCESS POINT TO OLD MILL BLVD • ACCESS POINT TO SECONDARY ROAD • NO CROSS-ACCESS POINT TO ADJACENT PROPERTY

12 14

R1 59 (+8) 10 (-6)

APPENDIX – PH 2700 FLOOR PLAN

PREFERRED FLOOR PLAN (COMPACT) VERSION: PARKING: DT STACK:

3 11

CONSIDERATIONS: • 2400 PANDA HOME COMPACT (FACING AWAY FROM ROAD) • PARKING REQ MET • DT 2-2-1 w/ MOD ESCAPE LANE • ACCESS POINT TO OLD MILL BLVD • ACCESS POINT TO SECONDARY ROAD • CROSS-ACCESS POINT TO ADJACENT PROPERTY

21 4

PREFERRED 51 16

25 30

31 25

26 24

GABE’S DISCOUNT STORE

VERSION: PARKING: DT STACK:

ZOUP! CHIPOTLE LONG HORN STEAKHOUSE

ASAHI ALL YOU CAN EAT

FIVE GUYS ITALIAN VILLAGE PLAZA

VALLEY POOL & SPA

39 31 35 37

EXISTING CLEAN EXPRESS AUTO WASH

BUFFALO WILD WINGS ANYTIME FITNESS

SPORTSMAN’S WAREHOUSE

VERSION: PARKING: DT STACK:

R3 30 (-21) 21 (+5)

CONSIDERATIONS: • 2700 PANDA HOME (FACING AWAY FROM ROAD) • WILL REQUIRE PARKING VARIANCE • DT 2-2-2 • ACCESS POINT TO OLD MILL BLVD • ACCESS POINT TO SECONDARY ROAD • NO CROSS-ACCESS POINT TO ADJACENT PROPERTY

NEWGROUND INTERNATIONAL Position - Architectural Designer II PANDA EXPRESS - RETAIL PROTOTYPE HARWOOD HEIGHTS, IL - GROUND-UP At Newground International, I gained hands-on experience with both ground-up construction and renovation projects for retail prototypes. As an Architectural Designer II, I was responsible for coordinating between various consultants, including our MEP and structural teams as well as the owner’s consultants for civil, landscape, and signage. Working on retail prototypical projects such as Panda Express provided me with valuable insights into disciplines beyond architecture. For the Harwood Heights, IL project, my role involved creating the construction drawing set based on the approved building prototype for the site. Panda Express provided a standard drawing set that served as a template, which I modified to accommodate the specific conditions and materials for this project. Additional changes to the drawing set included addressing health or permit-related comments, implementing design updates from the client, incorporating COMcheck results from our engineers, and ensuring compliance with code regulations.

Softwares: AutoCAD / SketchUp

Location // Harwood Heights, IL Type // Retail Prototype / Ground-up Construction Size // 2,693 sf

TECHINCAL SKILLS / COORDINATION:

CANOPY BY SIGNAGE VENDOR DASHED SHOWN FOR CLARITY

10'-1"

10 A-400.1

11'-3"

T.O. CANOPY 11'-7"

5° 68. T CU

2" SPACING TYP.

3'-2"

B.O. CANOPY 10'-7" FURRING STRIPS BY GC

CANOPY BY SIGNAGE VENDOR

GUTTER DOWNSPOUT BY SIGNAGE VENDOR

SINGLE PLY PARAPET MEMBRANE

ST-1S

STONE CAP BY GC ST-1

COMPOSITE DECKING OVER 1 X PVC VERTICAL SLEEPERS/BATTENS @ 16" O.C. (PAINTED FLAT BLACK) (PAINTED FLAT BLACK) OVER RMAX ECOBASE-CI INSULATION (MIN R9.8) W/ LIQUID APPLIED WEATHER BARRIER OVER 1/2" EXTERIOR PLYWOOD SHEATHING. REFER SPECS & SHEET A-201 FOR INSTALLATION SEQUENCE.

STONE FINISH BY GC COLUMN FOOTINGS BY GC

22'-9"

PATIO CANOPY ELEVATION Scale= 1/4" = 1'-0"

09 A-400.1

9 1/4"

4'-2 1/4"

OC5 OC6

CANOPY BY SIGNAGE VENDOR DASHED SHOWN FOR CLARITY

B.O. CANOPY 10'-7"

4"X4"X1/4" COLUMN BY SIGNAGE VENDOR

B.O. WOOD BULKHEAD FRAMING 10'-1"

8"X8"X1/2" BASE PLATE BY SIGNAGE VENDOR

B.O. WOOD HEADER & FINISH 10'-0"

11'-3"

3'-0"

OC6

TRIM BY GC

ACOUSTICAL CEILING TILE ON T-BAR. REFER SPECS & FINISH SCHEDULE ON SHEET A-105

OC6

4"X4"X3/16" TUBE BY SIGNAGE VENDOR

OTC2

OT12

COMPOSITE DECKING BY GC

EXPAND-O-FLASH PVC BELLOWS ND FLASHING FLAP BY GC

04 A-405

OC5

GUTTER EXTRUSION BY SIGNAGE VENDOR

TRIM BY GC

BLOCKING. REF. STRUCTURAL

12'-9" 12'-0 1/2"

TRIM BY GC

SINGLE PLY ROOF MEMBRANE OVER POLY-ISO INSULATION OVER PLYWOOD DECKING (REFER SPECS FOR R-VALUE)

1 1/2"

For this project, at the request of the approving jurisdiction, we were required to include a patio seating area with shade coverage. Since Panda Express does not always include patios in their developments, no standard prototypical drawings were created for the canopy itself. Initially, we were unsure about the design of the canopy, and it took multiple discussions with the client to gain clearer insight into the overall vision.

L-ANGLE BY GC

CD-1

23'-0"

COMPOSITE DECKING BY GC

4 A-306

PANEL SEAM

BRAKE METAL FLASHING

OC6

GUTTER DOWNSPOUT BY SIGNAGE VENDOR T.O. STONE CAP 3'-2"

SLOPE

4"X4"X3/16" TUBE BY SIGNAGE VENDOR

OC6

1'-4"

7'-0"

OC6

4 A-405 OC5

OC5

1 A-302

05 A-400

KNEE WALL REF. STRUCTURAL

OC5

CONCRETE FLOOR SLAB REFER STRUCTURAL. FINISH AS SCHEDULED

ADHERED STONE AS SCHEDULED OVER METAL LATH OVER RMAX ECOBASE-CI INSULATION (MIN R9.8) W/ LIQUID APPLIED WEATHER BARRIER

FOUNDATION WEEP SCREED SELF LEVELING SEALANT CONC. FOUND. REF. STRUCTURAL

8 X 8 X .75 BASE PLATE, STEEL A36; REF STRUCTURAL FINISHED FLOOR 0'-0"

SLOPE

EXPANSION JOINT

FINISHED FLOOR 0'-0"

FOUNDATION - REFER STRUCTURAL EXTEND INSULATION 24" BELOW FINISHED FLOOR (MIN. R-15)

REF. STRUCT.

1'-0"

9'-0 1/2"

FLOOR FINISH. REFER TO FLOOR FINISH PLAN FOR MORE INFORMATION.

OC5

2X WOOD FRAMING REF. STRUCTURAL

10 3/4"

OT12

ADHERED STONE OVER METAL LATH OVER VAPOR BARRIER; ADHERED STONE TO TURN AT EXPOSED CORNER; BY GC ST-1

CUT STONE CAP BY GC ST1S

WINDOW SILL 3'-2"

1'-4 1/2"

OC15 OC5

DOUBLE 2X WOOD STUDS @ 16" O.C. AT SIDE WALLS (DECK BEARING) ONLY REFER STRUCTURAL

10'-1"

2 A-302

1 1/2"

4" MIN.

OC6

T.O. CONCRETE 2'-11"

4 A-306 23'-0"

3'-0"

OC6

PLAN VIEW

VERIFY WITH MANF. SHOP DWGS

21'-4"

STANDING SEAM ROOFING BY SIGNAGE VENDOR

VERIFY WITH MANF. SHOP DWGS

PRE-MANUFACTURED ALUM. SWOOP ELEMENT PROVIDED BY PANDA VENDOR AND INSTALLED BY PANDA VENDOR. TOP/BOTTOM VARIES, RE: ELEVATIONS T.O. SWOOP VARIES

FOUNDATION - REFER STRUCTURAL

PANDA SCULPTURE. REFER TO CIVIL DRAWINGS.

ENLARGED PATIO FURNITURE PLAN 02 Scale= 1/4" = 1'-0" A-405

WALL SECTION 02 Scale= 3/4" = 1'-0" A-302

WALL SECTION 04 Scale= 1 1/2" = 1'-0" A-306

Our office usually does not design canopies, but since this project was my responsibility, I collaborated closely with the canopy vendor to create detailed plans and elevations. This was essential to provide the vendor with a workable reference. I also coordinated between the canopy vendor and our structural team to ensure the concrete footings for the canopy were properly sized. This task proved to be a challenging lesson in defining the responsibilities surrounding the canopy's design scope. I had to communicate back and forth between the client and the consultants until all details were finalized and ready to be included in the overall construction set.

TECHINCAL SKILLS / COORDINATION / CODE RESEARCH: In developing the construction set for the Harwood Heights Panda Express project, I coordinated the approved floor plan with applicable life-safety requirements. I developed the architectural drawings and verified occupant loads, exit access travel distances, circulation paths, and emergency egress provisions to ensure compliance with applicable building and fire codes. D5

DOOR D5 EXIT FOR EMPLOYEES ONLY 42"/0.2 = 210 MAX.OCCUPANTS

3 L86 L97

L86 L97

Particular attention was given to maintaining functional circulation throughout the kitchen and dining areas while meeting life-safety requirements.

210

OCCUPANT LOAD TABLE FROM IBC CHAPTER 1004.5

L4HO

106

105A

4A-40BC

WALK-IN FREEZER

WOMEN'S ROOM

108

L97

100

1" '-0 2

UM IM

3'-0" CLEAR

L NA

TOTAL INTERIOR OCCUPANT LOAD =

73 OCCUPANTS

OUTDOOR PATIO 250 SF GROSS / 15 SF PER OCCUPANT = OCCUPANTS

TOTAL EXTERIOR OCCUPANT LOAD =

18 OCCUPANTS

6 100

3'-0" CLEAR

DINING ROOM

3'-0" CLEAR

12 3'-0" CLEAR

3'-0" CLEAR

52'-0" PATH OF TRAVEL

28'-9 1 "

102 2

L4HO

111 ENTRY VESTIBULE

L4HO

NOTE: DIMENSIONS ARE FROM INTERIOR WALL D1B

DOOR D1B 36"/0.2 = 180 MAX.OCCUPANTS

L4HO

FIRE EXTINGUISHERS LOCATIONS: FIRE EXTINGUISHERS TO BE PLACED IN ACCORDANCE WITH LOCAL FIRE AUTHORITY REQUIREMENTS AND SECTION 906, IFC.

111 4

EGRESS

ENTRY VESTIBULE

SYMBOL LEGEND EXIT CAPACITY

L97

L86

-FIXTURE TYPES L1EM, L19W-EM, L19B-EM ARE INTERIOR EMERGENCY LIGHTS. -FIXTURE TYPE L4HO IS INTERIOR EXIT SIGN. -FIXTURE TYPES L86 & L97 ARE EXTERIOR EGRESS LIGHTS.

DRIVE-THRU STATION

L4HO

3'-0" CLEAR

4 EXIT SE PARAT

ION

EMERGENCY AND EGRESS LIGHTING: EMERGENCY AND EGRESS LIGHTING IS SHOWN ON SHEET A-105, REFLECTED CEILING PLAN.

102

DOOR D8 EXIT FOR EMPLOYEES ONLY 42"/0.2 = 210 MAX.OCCUPANTS

KITCHEN

DRIVE-THRU STATION

FINAL CORE DRILL LOCATIONS FOR FURNITURE / EQUIPMENT SHALL BE VERIFIED WITH PANDA EXPRESS DESIGN MANAGER PRIOR TO DRILLING.

103

CORRIDORS / VESTIBULE NOT INCLUDED IN NET AREA 8

A DI

L4HO

KITCHEN

REFER TO VENDOR PACKET FOR ADDITIONAL FURNITURE INFORMATION.

2 6

103

L86

FEC-1

STORAGE / MECH 161 SF GROSS / 300 SF PER OCCUPANT = OCCUPANT

L97

X MA

DINING ROOM

3'-0" CLEAR

INDOOR DINING - FIXED SEATING 523 LINEAR INCHES/ 24 LINEAR INCHES PER OCCUPANT = OCCUPANTS

RESTROOM VESTIBULE

3'-0" CLEAR

44'-3" PATH OF TRAVEL

108

210

'-6

DOOR D2 42"/0.2 = 210 MAX.OCCUPANTS

L86

L4HO

'(75

KITCHEN PREP

7 =3 "/2

104

12 0" 3'- AR E CL

RESTROOM VESTIBULE

3'-0" CLEAR

KITCHEN PREP

WOMEN'S ROOM

KITCHEN 1027 SF GROSS / 200 SF PER OCCUPANT = OCCUPANTS

INDOOR DINING - UNCONCENTRATED (TABLES/CHAIRS) 647 SF NET / 15 SF PER OCCUPANT = OCCUPANTS

107 12

3 CL '-0" EA R

107

28'-8" PATH OF TRAVEL

104

1 A-503

105

L97 L86

MEN'S ROOM

3'-0" CLEAR

WALK-IN COOLER

106 12

1 A-503

105A

L4HO

105 WALK-IN COOLER

L4HO

MEN'S ROOM

25'-4" PATH OF TRAVEL

WALK-IN FREEZER

NOTE: DIMENSIONS ARE FROM INTERIOR WALL

L97 L86

1 D1

3 8

DOOR D1 84"/0.2 = 420 MAX.OCCUPANTS

REFER TO VENDOR PACKET FOR ADDITIONAL FURNITURE INFORMATION.

L97

L86

3 8

120

ALLOWABLE

17.8

ACTUAL

FINAL CORE DRILL LOCATIONS FOR FURNITURE / EQUIPMENT SHALL BE VERIFIED WITH PANDA EXPRESS DESIGN MANAGER PRIOR TO DRILLING.

420 37

XX'-X" L4HO

210 4

L97

OF HATCH ACCESS

EGRESS PLAN 01 Scale= 1/4" = 1'-0" G-006

L86

MAXIMUM TRAVEL DISTANCE FROM FARTHEST POINT UNIVERSAL MOUNT EXIT SIGN, LED LIGHTED, 120/277V WITH BATTERY PACK 2 FACE, GREEN LETTERS EMERGENCY AND SECURITY LIGHTING TO BE INSTALLED JUST BELOW THE CANOPY

ACCESSIBILITY PLAN 01 Scale= 1/4" = 1'-0" G-006

EGRESS PATH DISTANCES: A 52'-0" B 28'-8" C 44'-3" D 25'-4" COMMON PATH OF TRAVEL TABLE FROM IBC CHAPTER 1006.2.1 75 FEET MAX. EXIT ACCESS TRAVEL DIST. TABLE FROM IBC CHAPTER 1017.2 200 FEET MAX.

NEWGROUND INTERNATIONAL Position - Architectural Designer II STARBUCKS - RETAIL SHELL PROJECT COLORADO SPRINGS, CO - GROUND-UP For this Starbucks project, I was responsible for developing the architectural model in Revit and producing the Schematic Design (SD), Design Development (DD), and Construction Document (CD) sets in accordance with Starbucks’ design standards and project-specific criteria. My responsibilities included selecting exterior materials based on Starbucks’ established design parameters and translating the design intent into coordinated architectural drawings. Softwares: Revit / Enscape

Location // Colorado Springs, CO Type // Retail Shell Building / Ground-up Construction Size // 2,457 sf

TECHINCAL SKILLS / COORDINATION / MATERIAL SELECTIONS:

RS BL V

PROPERTY LINE

POWE

SITE LEGEND

AEROP L

AZA DR .

ZIA CERAMIC TILE SEQUOIA - 2” X 8” - MATTE FINISH EXTERIOR GRADE / EPOXY GROUT COLOR: MAPEI 5039 IVORY

THIN BRICK RUNNING BOND - CHALKDUST - TUNDRABRICK SPECMIX MORTAR - SM750 - SILVERSTONE

Particular attention was given to coordinating site utilities and the trash enclosure. I worked closely with the civil consultant to accommodate changes resulting from the jurisdiction’s review of the civil plans while maintaining alignment with Starbucks’ design standards and local requirements. This project strengthened my experience in multidisciplinary coordination, Revit modeling, and architectural documentation, while reinforcing the importance of clear communication and flexibility in delivering a coordinated design within a demanding schedule.

CONCRETE SURFACE DRYVIT EIFS SANDPEBBLE FINE MATCH TO RAL7044 - SILK GREY Y D

LANDSCAPE AREA

REINFORCED CONCRETE PAVING N

5' PUBLIC IMPROVEMENT EASEMENT

2000

4000

8000

7' DRAINAGE AND UTILITY EASEMENT (PLAT)

Scale: 1:100

10' LANDSCAPE SETBACK

25' BUILDING SETBACK

20' PUBLIC TRAIL EASEMENT (PLAT)

5' UTILITY EASEMENT

25' BUILDING SETBACK

AEROP LAZA D RIV

KEY PLAN 1" = 100'-0"

30' LANDSCAPE EASEMENT 6 A101 25

38 384' - 0

1/2"

30 TYP.

40 14

TYP.

19 TYP.

18' - 6"

38 TYP.

TYP.

S 005

15 21

PROPOSED STARBUCKS BUILDING FOOTPRINT 2,457 SQFT

T/ FINISH FLOOR EL = 0'-0" (ARCH.)

29 1

29 30

1 A105

27 34

42 9' - 0"

60' - 2 3/4"

18' - 0" Y D

23 22

7 A106

42 31

12' - 0"

3 42

45' - 3 1/4"

12 TYP.

25' BUILDING SETBACK

25 27

5' UTILITY EASEMENT

38 6 A101 D

TYP.

1 1 A104

1 A106

32 2

POWER S

BLVD.

3 A102 41

4 A104

PROPOSED PATIO SPACE 479 SQFT

2 1

ARCHITECTURAL SITE PLAN 1" = 20'-0" 3

500

1000

Scale: 1:20

2 3 A400

T.O. SCREEN 23' - 5"

3 1

Q MT-01

Q EF-01

Q BR-01

A401

TYP.

TECHINCAL SKILLS / COORDINATION:

2 A401

Q MT-01

Q EF-01

T.O. PARAPET 19' - 4"

8' - 2 1/2"

12' - 0 1/4"

Throughout the project, I coordinated closely with the mechanical, plumbing, structural, and civil consultants, as well as the client, to obtain necessary project information and resolve design-related questions. Due to the tight project timeline, maintaining alignment between the architectural, civil, and MEP drawings was essential. I worked closely with the consultants to identify discrepancies, coordinate design changes, and ensure consistency across the various drawing sets.

7' - 11 1/2"

A510

6 A500

B.O CANOPY 11' - 0" 10 A500

A.F.F

9' - 0"

A.F.F.

T.O. GLAZING 10' - 0"

B.O. OPENING 3' - 0"

T.O. FINISHED FLOOR 0"

4 4 A510

Scale:

L-03

Q TL-01

D-01 1

1/4" = 1'-0"

T.O. SCREEN 23' - 5"

T.O. PARAPET 19' - 4"

L-02 TYP.

EAST ELEVATION

Q MT-01

Q BR-01

A400

Q EF-01

TYP.

4 A510 11 T.O. PARAPET 19' - 4"

T.O. PARAPET 19' - 4"

EXTERIOR WALL LEGEND

Q EF-01 15' - 2 1/4"

20' - 5"

9' - 5"

B.O CANOPY 11' - 0"

ROOF CONSTRUCTION, REFER TO 2/A511

2 A500

T.O. GLAZING 10' - 0"

6 A510

SIGNAGE SHOWN DASHED FOR CLARITY, REFER TO EXTERIOR ELEVATIONS FOR MORE INFORMATION

XXXX

5' - 0"

BR-01 THIN BRICK RUNNING BOND - CHALK DUST - TUNDRABRICK

ROOF CONSTRUCTION, REFER TO 2/A511

EIFS WALL CONSTRUCTION, REFER TO EXTERIOR ELEVATIONS FOR FINISH

A500

EF-01 EIFS, DRYVIT RAL7044 SILK GREY - SANDPEBBLE FINE

EIFS WALL CONSTRUCTION, REFER TO EXTERIOR ELEVATIONS FOR FINISH 6 A510

B.O. TRUSSES 14' - 0"

T.O. FINISHED FLOOR 0"

1 8

Q TL-01

WEST ELEVATION Scale:

Q TL-01

D-02

Q MT-02

B.O. TRUSSES 14' - 0"

1/4" = 1'-0"

4' - 0"

SIM

13 A510

SIM

13 A510

B.O CANOPY 11' - 0"

PREMANUFACTURED CANOPY

THIN BRICK WALL CONSTRUCTION

T.O. GLAZING 10' - 0"

B.O CANOPY 11' - 0"

14 A510

EIFS WALL CONSTRUCTION

T.O. GLAZING 10' - 0"

REVEAL

BLOCKING, REFER TO STRUCTURAL DRAWINGS

WOOD SHIM

BLOCKING, REFER TO STRUCTURAL

CONTINUOUS SEALANT

BACKER ROD & SEALANT JOINT, TYP. BOTH SIDES

PREMANUFACTURED CANOPY BEYOND

CERAMIC WALL TILE CONSTRUCTION BEYOND, REFER TO EXTERIOR ELEVATION FOR FINISH

CONTINUOUS PREFINISHED FLASHING TO MATCH STOREFRONT FINISH

PREFINISHED CONTINUOUS FLASHING TO MATCH COLOR SW 7004 SNOWBOUND

STOREFRONT SYSTEM, REFER TO EXTERIOR ELEVATIONS AND DOOR/WINDOW SCHEDULE FOR ADDITIONAL INFORMATION

EXTERIOR

THIN BRICK WALL CONSTRUCTION, REFER TO EXTERIOR ELEVATIONS FOR FINISH

THIN BRICK WALL CONSTRUCTION

INTERIOR ALUMINUM STOREFRONT SYSTEM, REFER TO DOOR AND WINDOW SCHEDULE SHEET.

AIR CURTAIN, REFER TO MECHANICAL FOR MORE INFORMATION.

ALUMINUM STOREFRONT SYSTEM, REFER TO DOOR AND WINDOW SCHEDULE SHEET.

12 A510

THIN BRICK WALL @ STOREFRONT WINDOW Scale:

1 1/2" = 1'-0"

EIFS, THIN BRICK TRANSITION Scale:

1 1/2" = 1'-0" SIDEWALK SLOPE AWAY FROM BUILDING

B.O. OPENING 3' - 0" 2 A510

EIFS WALL CONSTRUCTION PREFINISHED FLASHING TO MATCH EIFS WALL FINISH

CERAMIC WALL TILE CONSTRUCTION, REFER TO EXTERIOR ELEVATION FOR FINISH

1 A510

T.O. FINISHED FLOOR 0"

BLOCKING, REFER TO STRUCTURAL

STAINLESS STEEL SILL W/ HEMMED EDGES

B.O. CANOPY

PREFINISHED .040 ALUMINUM BRAKE METAL ON P.T. 2X BLOCKING

CONCRETE FOOTING AND SLAB, REFER TO STRUCTURAL SHEETS

PREFINISHED FLASHING TO MATCH STOREFRONT

EXTERIOR

WALL SECTION Scale:

3/4" = 1'-0"

CANOPY DETAIL Scale:

1 1/2" = 1'-0"

T.O. FINISHED FLOOR 0"

SHIM AS REQUIRED

10"

1/2" SEALANT & BACKER ROD JOINT, TYP. BOTH SIDES DRIVE-THRU SHELF, REFER TO 4/A101 FOR MORE INFORMATION

1' - 0"

PREMANUFACTURED CANOPY

CONTINUOUS INSULATION FOR UNHEATED SLAB

9 A510

STOREFRONT SYSTEM AT DRIVE-THRU, REFER TO EXTERIOR ELEVATIONS AND DOOR/WINDOW SCHEDULE FOR ADDITIONAL INFORMATION

CONTINUOUS INSULATION FOR UNHEATED SLAB

GALVANIZED METAL FLASHING

BACKER ROD & SEALANT JOINT, TYP. BOTH SIDES

CONCRETE FOOTING AND SLAB, REFER TO STRUCTURAL SHEETS

CERAMIC WALL TILE CONSTRUCTION

INTERIOR

DRIVE - THRU WINDOW Scale:

1 1/2" = 1'-0"

WALL SECTION Scale:

3/4" = 1'-0"

TL-01 CERAMIC TILE ZIA CERAMICS - SEQUOIA

EXTERIOR GRADE SCHLUTER STRIP AT CORNER; FINISH TO MATCH COLOR SW 6180 OAKMOSS

BACKER ROD & SEALANT JOINT PREFINISHED FLASHING TO MATCH STOREFRONT

42' - 7 1/4"

16' - 1"

12' - 7 1/4"

7 A500

3 A401

WOOD SHIM

INTERIOR

11 A500

2' - 1"

6' - 8 1/4"

W-07

W-08

4' - 7"

" 1/4 E : OT OP O SL ER F 7 P

BACKER ROD & SEALANT JOINT, TYP. BOTH SIDES

3 20

CERAMIC WALL TILE CONSTRUCTION

STOREFRONT SYSTEM, REFER TO EXTERIOR ELEVATIONS AND DOOR/WINDOW SCHEDULE FOR ADDITIONAL INFORMATION

13' - 11"

A300

EXTERIOR

1/2"

A200

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

4 10

STOREFRONT - WINDOW JAMB AT CERAMIC WALL TILE Scale:

1 1/2" = 1'-0"

17' - 8"

3 A500

A401

16' - 1"

11' - 7 1/4"

HOLD

13' - 11"

12' - 3 1/2"

TYP.

INTERIOR 41' - 7 1/4"

1 7

CERAMIC WALL TILE CONSTRUCTION BACKER ROD & SEALANT JOINT

23' - 7 3/4"

A200

EXTERIOR

THIN BRICK WALL CONSTRUCTION

W-06 6' - 2"

15 7

1 A107

7 1/4" PE: SLO FOOT PER

14 13 21 16

53' - 11 3/4"

2 A300

1 A401

STARBUCKS 05 2323.36 SF

D-01

8' - 10"

SLOPE: 1/4" PER FOOT 15

CL 6' - 2"

61' - 8"

45' - 9"

54' - 11 3/4"

SLO P PER E: 1/4" FOO T

41' - 9"

COND.

D-02

CERAMIC TILE, THIN BRICK - CORNER Scale:

1 1/2" = 1'-0"

GROSS AREA: 2,457SF LEASABLE FLOOR AREA: 2,313SF

6 12

BACKER ROD & SEALANT JOINT, TYP. BOTH SIDES 1

WOOD SHIM

GFI

19 11' - 8"

W-05

A200

STOREFRONT SYSTEM, REFER TO EXTERIOR ELEVATIONS AND DOOR/WINDOW SCHEDULE FOR ADDITIONAL INFORMATION

30' - 4"

A400

TYP.

CERAMIC WALL TILE CONSTRUCTION

EXTERIOR GRADE SCHLUTER STRIP AT CORNER; FINISH TO MATCH COLOR SW 6180 OAKMOSS

8 1/4" PE: SLO FOOT PER

6 3/4" 7' - 11"

A400

CL 1' - 8"

4' - 8"

16' - 6 1/2"

2' - 0"

8' - 2 3/4"

COLUMN, REFER TO STRUCTURAL DRAWINGS

W-04 W-01

A400

8' - 0"

S 001 15

EXTERIOR

9 3/4"

3' - 8"

INTERIOR

D-03 W-03

GFI

W-02

7 3

CERAMIC WALL TILE - CORNER Scale:

1 1/2" = 1'-0"

A200 N

ARCHITECTURAL ROOF PLAN 1/4" = 1'-0"

2' Scale: 1/4" = 1'-0"

ARCHITECTURAL FLOOR PLAN 1/4" = 1'-0"

ROOF LEGEND

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

INDICATES SERVICE WALKWAY THREAD

INDICATES AREA OF TAPERED INSULATION, INSTALL TO PROVIDE SLOPE TO DRAIN

NEWGROUND INTERNATIONAL Position - Architectural Designer II CREDIT UNION HOUSE - FINANCIAL WASHINGTON, DC - RENOVATION OF TWO HISTORICAL BUILDINGS For the Credit Union House project in Washington, DC, I assisted the project architect with the renovation of two historic buildings. My responsibilities included developing architectural plans, elevations, sections, and details based on a Revit model provided by a third-party agency, as well as identifying drawing discrepancies and assisting with design coordination.

Softwares: Revit

Location // Washington, DC Type // Financial / Renovation of two historical buildings Size // Bldg 1: 2,000 sf / Bldg 2: 2,500 sf

4 5/8" 15' - 2 3/4"

10' - 1 3/8"

ALIGN

1' - 1 3/8"

1' - 1 3/8" 6' - 8 7/8" 10 3/4"

15' - 0" 10 3/4"

3108C B.O. CEILING - VARIES SEE CLNG PLN

4' - 1 1/8"

WOMENS RESTROOM 3108

B.O. SOFFIT - VARIES SEE CLNG PLN

3107

ALIGN

09-65

4' - 1 1/8" 6

13' - 10 3/4"

9' - 7 5/8"

ALIGN

09-64

PASSAGE 3105

7' - 10 3/4"

1 1/2" = 1'-0"

SOUTH STAIR 3103 E

S.1

A016_B-2

SOFFIT AT WINDOW AND SUSPENDED CEILING

3103A

16' - 1 7/8" VIF

3103B

EXTEND MTL STUDS TO UNDERSIDE OF STRUCTURE ABOVE

8 1/2"

11 5/8"

1' - 10 1/4" 6

EXISTING WINDOW

3106

6 ALIGN

4' - 1 3/4"

1' - 5 1/8" 4' - 9 1/2"

WINDOW TRIM

3108A

5' - 3 5/8" VIF 1 A007_B-2

1 A022_B-2

ALL-GENDER RESTROOM 3107

11 7/8"

MTL CORNER BEAD

EVENT SPACE 3104

10 3/4"

A016_B-2

CATERING 3106

10' - 4 1/4" VIF

A016_B-2

8' - 6 1/2"

ELEVATOR 3102

4' - 4 5/8"

1 A020_B-2

NORTH STAIR 3101

ENTRY 3001

(1) LAYER 5/8" GYP BD ON 3 5/8" MTL STUDS

3108B

10 3/4"

+/- 8 7/8" CLEAR STRUCT PLATE

4.1 PLAN NORTH

CEILING - AS SCHEDULED

B.O. SOFFIT - VARIES SEE CLNG PLN

1 5/8"

A significant challenge of this project was balancing updated interior requirements with the constraints of the existing historic buildings. Restrictions on exterior modifications limited the ability to alter existing window openings, resulting in discrepancies between window heights and the proposed ceiling heights. I assisted in developing architectural details to illustrate ceiling transitions and clarify their relationship to the existing windows. This project strengthened my experience in architectural detailing, consultant coordination, and problem-solving within the constraints of historic building renovations.

EXTEND MTL STUDS TO UNDERSIDE OF STRUCTURE ABOVE

09-65

9' - 4 1/8"

22' - 7 3/4"

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

8 3/8"

MECHANICAL EQUIPMENT, SEE MECH DRAWINGS

21 A014_B-2

+/- 6' - 4 1/8" VIF

18' - 6 3/4" VIF

17' - 3 1/4"

11 1/8" 4' - 9 7/8"

3001

3.2

4' - 4 5/8"

CEILING - AS SCHEDULED

1 A006_B-2

18' - 2 3/8"

B.O. SOFFIT - VARIES SEE CLNG PLN

1' - 2 3/8"

1.8

TECHINCAL SKILLS / COORDINATION:

G 8' - 5 1/4"

7' - 7 5/8"

1 A008_B-2

0.9 1

72' - 5 3/8"

B.O. CEILING - VARIES SEE CLNG PLN

ARCHITECTURAL FIRST FLOOR PLAN

CEILING TRIM

1/4" = 1'-0"

B.O. SOFFIT - VARIES SEE CLNG PLN (1) LAYER 5/8" GYP BD ON 3 5/8" MTL STUDS MTL CORNER BEAD

GYP. 10' - 0" PT-4 GYP. 10' - 0" PT-4

GYP. SLOPED PT-4

GYP. 10' - 0" PT-4

ACT-3 9' - 6 1/2"

GYP. 9' - 4" PT-4

7 A019_B-2

1' - 2"

0.9

SIM 7 A019_B-2

WINDOW TRIM

GYP. 10' - 8" PT-4

GYP. 9' - 0" PT-4

EXISTING WINDOW 9 A019_B-2

2' - 7 3/4"

SOFFIT AT WINDOW AND SUSPENDED CEILING

1 1/2" = 1'-0"

1 1 A006_B-2

GYP. 9' - 0" PT-4

5 A019_B-2

26-03

10 A019_B-2

26-03

1' - 2"

26-02

4' - 3 3/4"

28-01

B.O. BULKHEAD - VARIES SEE CLNG PLN MTL CORNER BEAD

PASSAGE 3105

4 A019_B-2

MECHANICAL EQUIPMENT, SEE MECH DRAWINGS

LIGHT FIXTURE, SEE RCP AND ELECTRICAL DRAWINGS

ACT-3 9' - 0"

EXTEND MTL STUDS TO UNDERSIDE OF STRUCTURE ABOVE

CEILING TRIM B.O. BULKHEAD SEE CLNG PLN (1) LAYER 5/8" GYP BD ON 3 5/8" MTL STUDS

GYP. 9' - 6" PT-9

CEILING - AS SCHEDULED

BULKHEAD AT SUSPENDED ACT

1/4" = 1'-0"

BULKHEAD AT SUSPENDED ACT

1 1/2" = 1'-0"

11"

1' - 9"

A004_A-2

6 5

1101B

1' - 0" CLEAR

09-01

VIF

1100

STORAGE 1106

1105

EXG. TIN 10' - 8" PT-6

06-13

09-43

12-09

ACT-3 9' - 2"

09-39

26-02 02-104

02-102 02-103

12-06

02-102

12-07

26-02 2 A006_A-2

02-104

02-90

02-104

02-105

02-104

1/4" = 1'-0"

PLAN NORTH

ARCHITECTURAL FIRST FLOOR PLAN

WOMENS RESTROOM 1109

FIRST FLOOR REFLECTED CEILING PLAN 1/4" = 1'-0"

GYP. 9' - 2" WC-1

26-02 02-104

02-105 26-02

09-40 1

02-90

02-104

09-40

02-90

02-90 02-104

GYP. 10' - 8"

PLAN NORTH

ACT-3 9' - 2"

09-40 02-90

PRIVATE OFFICE 1110

02-90

ACT-3 10' - 2"

EXG. TIN 10' - 8" PT-6

14 A007_A-2

1 A006_A-2

1' - 6" EQ

1 A008_A-2

1109C

STORAGE 1106

26-03 09-44

GYP. 9' - 2" WC-1

ALL-GENDER RESTROOM 1108

02-105

09-45

EQ 3 A006_A-2

02-103 2 A008_A-2

11-11

ACT-2 9' - 2 1/2"

09-40

EQ GYP. 9' - 2" WC-1

26-02 ENTRY 1100

+/- 17' - 11"

1110A 1' - 0" CLEAR

4 A006_A-2

BREAKROOM 2' - 0" 1107

26-03

1106

09-01 E

A005_A-2

WOMENS RESTROOM 1109

5' - 10 3/4"

5 1 A008_A-2

+/- 3' - 0 1/8"

ENTRY 1100

10 A002_A-2

VIF 6

EVENT SPACE 1101 02-104

1109B

9' - 0 5/8"

09-39

2' - 5 3/4"

09-40

BREAKROOM 1107

+/- 12' - 8 1/2" VIF

2 A008_A-2

PRIVATE OFFICE 1110

1 A007_A-2

26-02

ALL-GENDER RESTROOM 1108

STAGE 1103

A002_A-2

02-105

A005_A-2

1 A003_A-2

26-02

2' - 0"

EVENT SPACE 1101

1 26-02

PASSAGE 1104 ACT-2 9' - 6"

2' - 0"

09-43

1109A

1107 11' - 2 5/8"

ACT-2 9' - 2 1/2"

1108

6 6

3 A006_A-2

05-10 UP

TENANT ENTRY 1102

VIF

+/- 5' - 0 5/8"

ACT-2 9' - 2 1/2"

1110B

VIF

PASSAGE 1104

1' - 8 1/4"

+/- 8' - 3 1/8"

VIF

A004_A-2

1 1/2" = 1'-0"

1' - 6 1/2"

3 A008_A-2

8 3/4"

+/- 15' - 1 1/8"

VIF

3 A008_A-2

X1101A TENANT ENTRY 1102

+/- 4' - 1 7/8"

GYP. BD TRANSITION AT SUSPENDED CEILING

1 1/2" = 1'-0"

2' - 0"

FIRST FLOOR REFLECTED CEILING PLAN

1102

(1) LAYER 5/8" GYP BD ON 3 5/8" MTL STUDS

CEILING - AS SCHEDULED

MTL CORNER BEAD

ACT-3 9' - 6 1/2"

GYP. 9' - 4" PT-4

GYP. 9' - 6" PT-9

3' - 0"

GYP. SLOPED PT-4 PLAN NORTH

1' - 4 7/8"

4.1

SEE FLOOR PLAN FOR PARTITION TYPE.

B.O. CEILING SEE CLNG PLN

(1) LAYER 5/8" GYP BD ON 3 5/8" MTL STUDS

1' - 2 3/4"

1 A007_B-2

SOUTH STAIR 3103

01-06

5 3/8"

3.2

CEILING - AS SCHEDULED

GYP. 9' - 0" PT-4 ALL-GENDER RESTROOM 3107

ACT-4

EVENT SPACE 3104

EXTEND MTL STUDS TO UNDERSIDE OF STRUCTURE ABOVE

1 A022_B-2

CEILING - AS SCHEDULED

26-02

ELEVATOR 3102

ACT-4

GYP. 9' - 4" PT-2

10' - 0"

ENTRY 3001

EXTEND MTL STUDS TO UNDERSIDE OF STRUCTURE ABOVE

WOMENS RESTROOM 3108

GYP. 9' - 0" PT-4

ACT-1 9' - 0"

5' - 1 3/8"

4' - 1 1/2"

CATERING 3106

6 A019_B-2

3' - 10"

2' - 7 3/4"

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

3 A019_B-2

1' - 2"

1.8

26-02

5 3/8"

NORTH STAIR 3101

02-90

G 1' - 4"

13' - 7 3/8"

9 A019_B-2

10 1/4"

1 3' - 0 5/8"

RESTROOM / SHOWER 3006

01-08

22-15

10 1/2"

PT-3

10-43

3' - 2 1/8"

01-13 2

01-02

+/- 5' - 10 1/4" VIF

10-14

26-02

6' - 4 1/4" VIF

10-34

5A A013_B-2

A013_B-2

10-27

3006

01-09

3' - 6"

18"

MIN

7 5A 01-02

18"

MIN

01-13 A013_B-2

15 A020_B-2

5' - 0 5/8"

01-09

09-20

11 5A

01-11

11' - 1 1/2"

22-04

ALL-GENDER RESTROOM 3007

22-15

4" TRIMMED TILE BASE, T-2

22-15

10-02

RESTROOM - SOUTH ELEVATION

12-14

WELLNESS SUITE 3005

A013_B-2

3/8" = 1'-0"

01-13 9

3' - 6 1/4"

01-13

12 A020_B-2

22-15 01-10

4 5/8"

VIF

22-15

11 A019_B-2

2' - 2"

SS COUNTERTOP & BACKSPLASH, SS-1

11-01

11-09

3108C

3' - 3 3/4"

1' - 8 1/4" 17

A014_B-2

11-07 2' - 7"

01-02

22-15

1.8

A014_B-2

11 A020_B-2 3' - 0"

TOE KICK, RM-8

2' - 9"

3" BEVELED WOOD MOULDING ATTACHED TO WOOD BLOCKING GLASS HOLDER CLIPS

3/8" = 1'-0"

BEVELED WOOD MOULDING

22-04

3' - 0"

CATERING KITCHEN - SOUTH ELEVATION

8' - 4 5/8"

5' - 5 1/4"

5' - 6 1/4"

1" = 1'-0"

11' - 7"

01-10

GLASS SHELVING

MIRROR SPACERS

ADHERE GLASS SHELF TO MIRROR BACKING

22-04

3.2

01-02

8' - 5 1/2"

4' - 2"

5' - 4 1/4" VIF

EVENT SPACE 1101 568.66 SF

01-10

5 1/2"

3 1/8"

2' - 10"

01-06

CLEAR

PLAN NORTH

3106

22-15

1' - 6" 4 1/2"

2' - 5"

1' - 5 3/8" 1"

1' - 4"

A007_A-2

5' - 3 5/8"

3' - 1 5/8"

2' - 6 5/8"

3108A

3107

1' - 6"

A007_A-2

3' - 6"

1' - 6"

WC-2

A007_A-2

13 A007_A-2

11 A007_A-2

TEMPERED GLASS SHELVES

WP-1

PLAM SHELF, PL-1

12-07

PLAM SHELVING, PL-1 3D WOOD PANELING, WP-1

3/4" COUNTERTOP - SEE ELEV. FOR FINISH 1 X 3 SUB-TOP FRAMING

GLASS MIRROR, GL-1 PLAM SURROUND, PL-1 TEMPERED GLASS SHELVES RECESSED LED STRIP UPLIGHT

1' - 1" 1' - 0"

01-13

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

2 1/2" 9

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

01-13

12-11

01-09

22-04 7

ANTIQUE GLASS MIRROR

RECESSED LED STRIPPING, OFFSET BOTTOM LED STRIP TO NOT INTERFERE WITH 3D PANELING

7' - 1"

26-06

ALL-GENDER RESTROOM 3107

8 A007_A-2

3' - 5"

A007_A-2

1 1/2" 1' - 2"

A014_B-2

8' - 7" 7 A007_A-2

PLAM ON 3/4" SUBSTRATE HINGED DOOR

1' - 2"

MELAMINE ON 3/4" SUBSTRATE (ALL SIDES) 1/2" MELAMINE BACK PANEL

QUARTZ COUNTERTOP, QZ-1 CABINET PULLS, ACC-2

TOE KICK

PLAM CABINETS, PL-1

3' - 7"

2 1/2"

TOE KICK, RM-8

NOTE: WHEN CAB'TS ARE 3'-4" H., PROVIDE 2 ADJ. SHELVES

7' - 2"

ENLARGED CATERING KITCHEN AND RESTROOM FLOOR PLANS 1/2" = 1'-0"

ENLARGED FLOOR PLAN - FRONT AND BACK BAR 1/2" = 1'-0"

SEE SPECS. FOR HARDWARE

RECESSED LED STRIP DOWNLIGHT

3' - 4 1/2"

1' - 6"

9' - 10"

6' - 0 1/4"

CATERING 3106

CLEAR

A014_B-2

18"

MIN

11 A007_A-2

5' - 6 1/8" VIF

MIN

3108B

6D 5A

10 1/4" WOMENS RESTROOM 3108 01-13

13' - 9 3/4"

16' - 7 1/8"

18"

01-09

A014_B-2

22-04

6' - 8 1/2"

WALL TRANSITION DETAIL AT WINDOW - PLAN

01-10

3' - 2 1/4"

2' - 11 1/2"

WALL BASE, RM-1

10"

METAL STUD WALL

EXISTING WINDOW TRIM TO BE PARTIALLY REMOVED AS NEEDED FOR THE PLACEMENT OF NEW WALL TILE AND GYPSUM BOARD.

PLAM CABINETS, PL-1

2' - 10"

0.9

2' - 8"

11-10

NEW WALL TILE, SEE ELEVATION RESTROOM DOOR

SEE ELEVATIONS

CABINET PULLS, ACC-1

11-04

1/2" = 1'-0"

PLYWOOD

EXISTING WALL

7' - 11 5/8" VIF

ENLARGED RESTROOM FLOOR PLAN

NEW BREAK METAL END WALL GUARD.

PT-1

CATERING 3106

13 A020_B-2

7' - 11"

NEW BREAK METAL

+/- 9 5/8"

3005

3.2 PLAN NORTH

EXISTING WINDOW

PT-1

4 5/8"

3007

12 A019_B-2

PLAM CABINETS, PL-1

3' - 0"

10 IN006_B-2

13 IN006_B-2

SEE ELEVATIONS

I would coordinate with the MEP consultants when discrepancies were identified within our shared cloud revit model, bringing these issues to the project architect’s attention and assisting with their resolution. I also worked closely with the in-house interior designer to coordinate the placement of display monitors in event spaces and conference rooms, as well as bathroom accessories throughout the restrooms. Due to the limited space within several restrooms, I helped explore alternative accessory layouts to maintain functionality while meeting required clearance dimensions.

1' - 10 1/2" 1' - 2 1/2"

T-4

7 3

1.8

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

01-10

22-04

A013_B-2

WOMENS RESTROOM 3108

8' - 0"

1 A006_B-2

TECHINCAL SKILLS / COORDINATION:

3/8" = 1'-0"

BACK BAR - ELEVATION 3/8" = 1'-0"

BACK BAR - SECTION 1" = 1'-0"

0.9

3/8" = 1'-0"

P O R POR T F O T F O L I O L I O Marsha Ferguson Marsha Ferguson Architecture Portfolio Architecture Portfolio