2023-07-03 Work Samples

portfolio architecture selected works 2009 --- 2023

jiangshen Huang Email: Jasonhuang0121@gmail.com

AS AN ACCOMPLISHED ARCHITECTURAL DESIGNER

ARCHITECTURE PORTFOLIO : SELECTED WORKS 2009-2023

01

I have dedicated my career to crafting designs that prioritize meticulous attention to detail and the use of high-quality materials in order to achieve a harmonious balance of design elements. With over five years of experience in the industry, I possess a deep understanding of the fundamental principles of design and construction.

03 04 05 APT

22'-0"

22'-0"

488'

In my free time, I enjoy oil painting, sketching, playing the violin, and making sushi. These experiences inform my design philosophy and inspire me to create functional and aesthetically pleasing spaces.

I am committed to pursuing my architecture license in the United States and am eager to bring my skills and expertise to a new role where I can continue to grow as a professional and contribute to a team’s success.

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APT OFFICE

PARKING

PARKING

OFFICE

PARKING

PARKING

456'

26'-0"

26'-0"

466'

Throughout my career, I have developed proficiency in various software programs and am able to effectively communicate my design ideas through both hand sketching and 3D modeling.

Additionally, I possess a strong understanding of sustainability and strive to incorporate sustainable design principles into my work whenever possible.

APT

APT

499'

I pursued a Master of Architecture program at the School of the Art Institute of Chicago, where I gained comprehensive architectural knowledge and skills, as well as honed my artistic sensibilities. Following my studies, I completed internships at several leading architecture firms in Chicago before joining KPN Architects, LLC in Baltimore, where I have worked on a variety of projects across different sectors.

APT

APT

510'

477'

APT

APT

521'

RETAIL

LE

VEL

PART BUILDING SECTION_PHASE 1A

WABASH TOWN CENTER WABASH DEVELOPMENT PARTNERS

3-5

WA

0'

5'

10'

WAB

20'

PLA

BA

AS

VE

HA

LO

TO SE 2B WN _SL C APA EN T PA EN T RTMEN RT NE ER RS TS

Multi-Family Building

PRINCE GEORGE’S COMMUNITY COLLEGE MARLBORO HALL RASH FIELD REDEVELOPMENT SUBURBAN ORTHODOX CONGREGATION TORAS CHAIM

REISTERSTOWN METRO WABASH TOWN CENTER

U:\Dieter\dwg\Planning\Exhibits\Patternbook\Architecture\Multi-Family\Multifamily Building [Front Elevations].JPG

Architecture

07

Multi-Family Building

PM

Architecture

COMMUNICATION ARTS & HUMANITIES BUILDING

N_P

SH

H DE

A-8

LIBRARY, THEATRE & FACULTY OFFICE COMPLEX

06

532'

44'-0"

My passion for architecture was ignited when I read an article

by Kengo Kuma, whose philosophy of creating architecture that is both visually appealing and functional resonated deeply with me. In order to fully comprehend his words, I immersed myself in the art of sushi-making, spending two years learning from a Japanese sushi chef with 40 years of experience.

Through this experience, I developed an eye for detail and an artistic sensibility that I now bring to my design work.

02

U:\Dieter\dwg\Planning\Exhibits\Patternbook\Architecture\Multi-Family\Multifamily Building [Front Elevations].JPG

0'

5'

10

'

20

' 40

'

B-7

THE VILLAGES OF WHITE MARSH

SCHEMATIC FRONT ELEVATION / LONG VIEW

SCHEMATIC FRONT ELEVATION / LONG VIEW

NOTE: Elevations prepared by Henneman and Associates 10705 Charter Drive Suite 440 Columbia, MD 21044 410.992.4417

NOTE: Elevations prepared by Henneman and Associates 10705 Charter Drive Suite 440 Columbia, MD 21044 410.992.4417

Elevations are for illustrative purposes only and are subject to change.

Elevations are for illustrative purposes only and are subject to change.

Rear Elevation / Long View 7/17/2017

Front Clubhouse Elevation 3/32”=1’-0” 9/27/2017

THE MEADOW MILL AT WOODBERRY 3600 Clipper Mill Road l Suite 228 Baltimore l Maryland l 21211 Tel.443.682.7758 l Fax.443.863.6500 www.kpnarch.com

the villages of white marsh

CONTENTS

SCHEMATIC FRONT ELEVATION / SHORT VIEW

the villages of white marsh N.T.S.

19

08 SCHEMATIC FRONT ELEVATION / SHORT VIEW

09 10 11

N.T.S.

19

CHICAGO MIDTOWN ATHLETIC CLUB

KULA BELGRADE IN SERBIA

LIANG JIANG SALES DEPARTMENT DESIGN

CHICAGO OBAMA PRESIDENTIAL CENTER

12

FURNITURE DESIGN PRACTICES & CNC INTEGRATED FABRICATION

13

FINE ARTS & THE DOORS OF CULTURE

Please take a look at my high-resolution portfolio online:

https://issuu.com/jiangshenhuangsaic-2016/docs/jiangshen_huang_-_architecture_portfolio?fr=sYmY5ZTYwMzcyNTE

Shen Milsom & Wilke

1220 North Fillmore Street, Suite 360 Arlington, VA 22201 703.243.6301 THEATRE CONSULTANT:

Stages Consultants, LLC 300 Raritan Ave, 2nd Floor Highland Park, NJ 08904 732.333.8003

4

Size : 63,00sf Design Start : 2018 Constructions Start : 2020 Setting : Academic

5

The Library, Performing Arts + Faculty Complex will be a new 63,000 GSF mixed use building for Stevenson University’s Owings Mills, Maryland campus. The new theatre department will serve to expand the drama program with a black box theatre, scene + costume shops, rehearsal studios and dressing rooms. Common spaces throughout the complex encourage group collaboration while private study areas allow for individual study. The integration of transparency between the different spaces of the complex allow for viewing “behind-the-scenes” performances such as the scene shop and the library book processing area. Included in the complex is: 26,000 SF Library, 17,000 SF Theater Department & 32 Faculty + Staff Offices

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KEYNOTE SP-01 SP-02 SP-03 SP-04 SP-05 SP-06 SP-07 SP-08

PLANTING EMERGEN BGE TRAN DUMPSTE BIKE RACK SCREEN F LINE OF B STAIRS W

6' - 6" DING IL TO BU STAIR 3/8" 5' - 0 IDTH W STAIR 1/2" 5' - 1 IDTH W RAMP

T.O. SLAB 556.4'

ENAD

CJ 9'

OC - 6" 13' CJ

OC - 6" 13' CJ

T.O. SLAB 557.9'

T.O. SLAB 559.9'

T.O. SLAB 557.9'

T.O. SLAB 559.4' 7

ELEVATION 555.0' ELEVATION 554.0' T.O. SLAB 550.0'

T.O. SLAB 559.9'

T.O. SLAB 559.4'

ELEVATION 556.0'

T.O. SLAB 559.4'

UP SP-08

SP-01

SP-07

PROMENADE 1

AMPITHEATER

ELEVATION 557.4'

No. Date Revisions/Submissions 3 02.28.2019 Design Development Ch T.O. SLAB 558.9' 4 04.10.2019 Design Development Se 5 06.12.2019 50% Construction Docu T.O. SLAB 559.9' 6 07.31.2019 75% Construction Docu 7 11.04.2019 100% Construction Doc SP-01

SP-07

ELEVATION 556.9'

CJ 10' - 10" OC TYP

C:\Users\oliver\Documents\(Revit Files)\Revit 2019\SUL 191031 Construction Documents_Central_owclemons3rd.rvt

H

C "O 1/2 C -9 "O 14' 1/2 CJ -2 12' J C

SP-08

T.O. SLAB 556.4'

8' - 3 3/4" CJ TO BUILDING

ANCE

8 SP-07

T.O. SLAB 557.83' T.O. SLAB 556.26' T.O. SLAB 554.69' T.O. SLAB 553.12' T.O. SLAB 551.55' T.O. SLAB 550.0'

T.O. SLAB 559.4'

6' - 0" DEEP

T.O. SLAB 557.9'

A PLAZ

License No.: _________ Exp. Date: ______

SP-07

T.O. SLAB 559.9'

5 TERRACES

, SEE WAY ROAD DRAWINGS CIVIL

ENTR T.O. SLAB 559.4'

T.O. SLAB 559.9'

I hereby certify that these documents were prepared or approved b and that I am a duly licensed professional architect under the laws State of Maryland,

WALKWAY

- 0" OC

E RRAC G IN 1/8" TE 7' - 6 TO BUILD EDGE

ITH CJ W ALIGN E EDGE AC TERR

T.O. SLAB 556.4'

CJ 12' - 0" OC

T.O. SLAB 557.9'

BUILDING FOOTPRINT

David S. Brown Enterprises, Ltd. 100 Painters Mill Rd, Owings Mills, MD 21117 410.363.3434

6

LOCATION MAP

CJ 6' - 9" OC CJ 15' - 0" OC T.O. SLAB 557.9'

T.O. SLAB 556.4'

G

T.O. SLAB 556.0'

SP-07

SP-07

5

F

SP-02

ITH CJ W ALIGN EDGE STAIR

ELEVATION 556.4'

N

SP-06

SP-07

E2

DEVELOPER & BUILDER

LOCATION MAP

SP-03

LOADING / UNLOADING

T.O. SLAB 559.9'

SP-05

PROM

SP-04

12' - 3"

T.O. SLAB 559.9'

T.O. SLAB 559.9'

T.O. SLAB 559.9'

SP-04

T.O. SLAB 559.9'

P OC TY

CJ 14' - 3" OC

" ' - 4 7/8 CJ 10

PROJECT SITE LOCATION

N

T.O. SLAB 556.0'

T.O. SLAB 556.0'

Stevenson University, Inc. 1525 Greenspring Valley Road Stevenson, MD 21153 877.468.6852

3

SEAL:

TYP

CJ 11' - 8" OC

' - 0" OC CJ 16

CJ 13' - 3 3/8" OC

" OC ' - 3 7/8 CJ 16 " OC ' - 4 3/4 CJ 10

SP-08

E

F

WALKWAY

November 4, 2019 Date: NOT TO SCALE Scale: Drawn/Check By: Author

T.O. SLAB 557.9'

COVER SHEET

FIRE ACCESS ROAD, SEE CIVIL DRAWINGS

9

CONTROL JOINTS (CJ) 15' - 0" ON CENTER (OC) TYP

SP-05

CJ 17' - 5" OC

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SITE PLAN

CONTROL JOINTS OC

CLIENT

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As a part of the team, my primary responsibility was to develop design ideas, submit design documents and prepare construction documentation, including door + hardware schedules, stair schedules and details, millwork + casework details, roof plans, exterior details, and interior details.

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B

1

Responsibility

CINITY PLAN

STEVENSON UNIVERSITY

Brief Description of Project

Owing Mills North Campus 11200 Gundry Lane Owings Mills, Maryland 21117

KPNARCHITECTS, llc 2017 - Present

11' - 6" 12' - 6" 11' - 6" 13' - 0"

Studio Architect l Associate

ACOUSTICAL ENGINEER:

LIBRARY, THEATRE & FACULTY OFFICE COMPLEX

01

LIBRARY, THEATRE & FACULTY OFFICE COMPLEX

954 Ridgebrook Road, Suite 120 Sparks, MD 21152 410.683.7004

3

M

G001

KPN ARCHITECTS PROJECT NUMBER:

1815

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A

2

38

37

35

3

30

33

32

31

34 1 A301

UP

A201 1

S2-1

140B

2

A313

152 134

ENAD

E2

AA 126

150 169A

S1-1

5 137

A313

168A

164

132

154A

167

CC

2

A313

154

O LINE

166

CD

A201

F CO

NCOUR

SE AB

100A

OVE

107

UP

118

119

AC

117 116

115

114

113

E1-1

3

108

109

112 110B

110C 100B

104

A111 SEE LINE 13 MATCH NE SEE A1 LI MATCH

AD

UP

110

3 A301

CG

ENTR

PL ANCE

103

AZA

110A 101B

WALKWAY

CF

111

CH 102A

PROMENADE 1

102

WALKWAY

1 A201

10

BA

11 23

BB 22

12

13

MATCH LINE SEE A112

7

8

A201

WALKWAY

106

MATCH LINE SEE A113

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101A

CE 6

2 A313

151A

4

A301

AB

120

142

151B

166B

166C

122

131

141

169 168

165

5

123

21

BC 20

OVERALL FLOOR PLAN - LEVEL 1

14

15

16

17

18

AE

AF

G

LOBBY 1A LOBBY 1B 1LOBBY 1C FOYER VESTIBULE VESTIBULE EVENT SPACE / 24 HOUR STUDY AV CLOSET CAFE BOX OFFICE COATS / WHEELCHAIR STORAGE VENDING MENS RESTROOM WOMENS RESTROOM ELEVATOR MACHINE ROOM 2FRONT LIBRARY LIBRARY READING AREA LIBRARY QUIET STUDY AREA LIBRARY FLEX SPACE MULTIPURPOSE / INSTRUCTION ROOM ELECTRICAL ROOM LIBRARY DIRECTOR ADMIN ADMIN ADMIN MEETING ROOM SHARED RESOURCE & STAFF BREAKROOM IT ROOM 3PROCESSING / WORK AREA BOOK TRUCK DISEMBARKING AREA STORAGE CART STORAGE 30 STAFF STAFF STAFF CORRIDOR MOTHER'S ROOM JANITOR CLOSET EVENT SPACE STORAGE SPRINKLER ROOM LOADING DOCK & THEATRE STAGING 4MAIN ELECTRICAL ROOM DINING BOH / CATERING SCENE SHOP SOUND LOCK SET & MATERIAL STORAGE TOOL STORAGE FACULTY OFFICE CA PRE-FUNCTION BLACK BOX SOUND & LIGHT LOCKCB SOUND & LIGHT LOCK BLACK BOX SEATING STORAGE THEATRE WING 5MAIN IT COSTUME SHOP COSTUME SHOP STORAGE CIRCULATION CC GREEN ROOM ACTING LAB STAFF STAFF CD ENVIRONMENTAL SERVICES PROP STORAGE REHEARSAL / MOVEMENT SPACE SOUND LOCK CE AV CLOSET REHEARSAL CLOSET 6 ELECTRICAL ROOM CF DRESSING ROOM TOILET & SHOWER CG DRESSING ROOM TOILET & SHOWER ELEVATOR 1 CH STAIR 1 STAIR 2

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1

ARCHITECT:

KPN ARCHITECTS

1800 Washington Blvd., Suite 414 Baltimore, MD 21230 443.682.7758 DESIGN ARCHITECT:

Vertical Architecture Enterprises

2

309 Edgevale Road Baltimore, MD 21210 443.571.4435

STRUCTURAL ENGINEER:

38

37

Carroll Engineering

215 Schilling Circle, Suite 102 Hunt Valley, MD 21031 410.785.7423

36

MEP, FIRE PROTECTION, & ENERGY ENGINEER:

SRBR Engineering

757 Frederick Road, Suite 300 Catonsville, MD 21228 410.869.7282

35 34

CIVIL, SITE, UTILITY ENGINEER:

Matis Warfield

33

954 Ridgebrook Road, Suite 120 Sparks, MD 21152 410.683.7004

3

32

31

1

ACOUSTICAL ENGINEER:

A301

Shen Milsom & Wilke

1220 North Fillmore Street, Suite 360 Arlington, VA 22201 703.243.6301

A201 1

Stages Consultants, LLC

S2-2

2

A313

THEATRE CONSULTANT: 300 Raritan Ave, 2nd Floor 4 Highland Park, NJ 08904 A313 732.333.8003

LOW ROOF

BLAC S1-2

4

2

A201

3

235

261G

253

261

261K

262A

262

260G

260H

A121 SEE LINE A123 M6ATCH SEE LINE MATCH

260J

261L

260F

254

261B

261C

261N

261P

261R

252 250

261M

233 222

220

230

232

221

231

AB

5 A313

251 240B

OPEN TO ABOVE

260A

2

242

260L

200B

240A

260

260M

260N

260P

4

217B

217

219

203

260R

216

AC

OPEN TO BELOW

214

215

217A 218

202

201

210C

AD

213 211

210

211A

212

OPEN TO BELOW

OPEN TO BELOW

245

3 A301

AF LOW ROOF OPEN TO BELOW

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1

SEAL:

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BA

11

BB

22

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect under the laws of the State of Maryland,

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12

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14

License No.: _________ Exp. Date: _________

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8

No. Date Revisions/Submissions 3 02.28.2019 Design Development Check Set BC 4 04.10.2019 Design Development Set 5 06.12.2019 50% Construction Documents 6 07.31.2019 75% Construction Documents 7 11.04.2019 100% Construction Documents November 4, 2019 Date: Scale: 1/16" = 1'-0" Drawn/Check By: Author

OVERALL FLOOR PLAN - LEVEL 1

AE

210B

A201

7

A201

A313

240

260D

260E

224

UP 204

260B

260C

260K

TO OPEN W BELO

AA

234

223

TO OPEN W BELO

255A

255

261D

261E

261J

A301

LERY

261A

261H

5

K

GAL BOX

ALK

CB

124

F

ROOM SCHED

ROOM NO.

ALK

UP

163

125

133

136 151

E

CATW

CA

121

140

161 162

163A

D

CATW

153

WALKWAY

PROM

4

135

C

NAME

A122 SEE LINE MATCH A121 SEE LINE MATCH

A112 SEE LINE 11 MATCH NE SEE A1 LI MATCH

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100A 100B 100C 100D 101A 101B 102 102A 103 104 105 106 107 108 109 110 110A 110B 110C 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 130 131 132 133 134 135 136 137 140 140A 140B 141 142 150 151 151A 151B 151C 152 153 154 154A 160 161 162 163 163A 164 165 166 166A 166B 166C 167 168 168A 169 169A E1-1 S1-1 S2-1

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ROOM SCHEDULE - A101

ROOM NO.

MATCH LINE SEE A123

G

MATCH LINE SEE A122

F

21 20 "X42", IT IS A REDUCED PRINT

E

100% CONSTRUCTION DOCUMENTS SET

D

Owing Mills North Campus 11200 Gundry Lane Owings Mills, Maryland 21117

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STEVENSON UNIVERSITY

B

LIBRARY, THEATRE & FACULTY OFFICE COMPLEX

A

OVERALL FLOOR PLAN - LEVEL 2

15

16

17

18

200 200A 200B 201 202 203 204 210 210A 210B 210C 211 211A 212 213 214 215 216 217 217A 217B 218 219 220 221 222 223 224 230 230A 231 232 233 234 235 240A 240B 242 245 250 251 252 253 254 255 255A 256 260 260A 260B 260C 260D 260E 260F 260G 260H 260J 260K 260L 260M 260N 260P 260R 261 261A 261B 261C 261D 261E 261G 261H 261J 261K 261L 261M 261N 261P 261R 262 262A E1-2 S1-2 S2-2 S2-2A

UPPER LOBBY FOYER CONCOURSE JANITOR CLOSET WOMENS RESTROOM MENS RESTROOM OUTDOOR TERRACE QUIET READING ROOM LIBRARY QUIET SOFT SEATING QUIET READING ROOM ARCHIVES READING R ARCHIVAL COLLECTIO ELECTRICAL ROOM STUDY ROOM STUDY ROOM STUDY ROOM STUDY ROOM EVENT SPACE STORAGE COATS TOILET IT ROOM CORRIDOR SMALL MEETING ROOM MEDIUM MEETING ROO LARGE MEETING ROO BOILER ROOM RECEPTION PRINTER AREA DEAN ADMIN ADMIN DEAN STORAGE SOUND & LIGHT LOCK CONTROL BOOTH LIFT SOUND EQUIPMENT & MECHANICAL LOFT FACULTY COMMONS ELECTRICAL ROOM IT ROOM JANITOR CLOSET MOTHER'S ROOM STAFF BREAKROOM SHARED RESOURCE COURTYARD CIRCULATION CENTRALIZED STORAG FACULTY FACULTY FACULTY FACULTY FACULTY FACULTY COMMONS FACULTY FACULTY FACULTY FACULTY FACULTY FACULTY FACULTY FACULTY CIRCULATION FACULTY FACULTY FACULTY FACULTY FACULTY FACULTY FACULTY FACULTY COMMONS FACULTY FACULTY FACULTY FACULTY FACULTY FACULTY ADJUNCT FACULTY CO FACULTY COMMONS ELEVATOR 1 STAIR 1 STAIR 2 STAIR 2 VESTIBULE

SCHEMATIC DESIGN PLAN LEVEL 1 SCHEMATIC DESIGN PLAN - LEVEL 1 17 15 14 46

21

11

PLAN KEY NOTES:

20

12

22

11 SCENE SHOP

7 6

23

1 28

26 BLACK BOX THEATRE

16 8

2

4

3

8

24 4

1

29

27

30

14

5

13 11 47

11 REHEARSAL / MOVEMENT SPACE

1

25

45 44

1

49

48

COSTUME SHOP

31

9

18

32

23

33

40

LOBBY & PREFUNCTION SAPCE

39

33

33

34

35

10 19

50 IN

MA

37

38

EN

43

Y TR

1 LIBRARY TECHNICAL STAFF OFFICE 2 BLACK BOX RISER STORAGE 3 PROP STORAGE 4 DRESSING ROOM 5 COSTUME STORAGE 6 ACTING LAB 7 GREEN ROOM 8 SINGLE USER RESTROOM 9 MEN’S RESTROOM 10 WOMEN’S RESTROOM 11 SOUND/LIGHT LOCK 12 DIMMER CLOSET 13 JANITOR’S CLOSET 14 SET & MATERIAL STORAGE 15 TOOL STORAGE 16 ENCLOSED STAIR 1 17 ENCLOSED STAIR 2 18 OPEN STAIR A 19 OPEN STAIR B 20 LOADING DOCK 21 SPRINKER ROOM 22 EQUIPMENT STORAGE 23 ELECTRICAL ROOM 24 IT ROOM 25 DINING/CATERING PREP 26 EVENT SPACE STORAGE 27 MOTHER’S ROOM 28 BOOK TRUCK STORAGE 29 SECURE STORAGE 30 PROCESSING/WORK AREA 31 SHARED RESOURCE & STAFF BREAKROOM 32 MEETING ROOM 33 LIBRARY ADMINISTRATIVE OFFICE 34 LIBRARY DIRECTOR’S OFFICE 35 FLEX SPACE 36 MULTIPURPOSE/INSTRUCTION ROOM 37 LIBRARY SUPPORT SPACE 38 LIBRARY SERVICE DESK 39 ELEVATOR MACHINE ROOM 40 ELEVATOR 41 AUDIO/VISUAL CLOSET 42 CAFÉ 43 BOX OFFICE 44 THEATRICAL STAFF AREA 45 THEATRICAL STAFF OFFICE 46 BLACK BOX LOOP GALLERY 47 STORAGE WITH WHEELCHAIRS 48 VENDING 49 BENCH 50 COMPUTER WORKSTATIONS

LIBRARY 36

42

35

41 EVENT SPACE & 24HR STUDY

OUTDOOR TERRACE

PLAN COLOR KEY: THEATRE SPACES LIBRARY SPACES MEETING SPACES BUILDING SUPPORT SPACES BUILDING CORE SPACES

VERTICAL ARCHITECTURE ENTERPRISES Montgomery Park Business Center 1800 Washington Boulevard, Suite 414 Baltimore, MD 21230

309 Edgevale Road Baltimore, MD 21210 443.571.4435

Office: 443.682.7757

STEVENSON UNIVERSITY LIBRARY AND PERFORMING ARTS CENTER 3667 Crondall Lane Owings Mills, Maryland 21117

4 20 Nov 2018

SCHEMATIC DESIGN PLAN - LEVEL 2 SCHEMATIC DESIGN PLAN LEVEL 2 SCHEMATIC DESIGN PLAN - LEVEL 2 PLAN KEY NOTES:

10

1 1

1

1

32

3

23

1

1

2

1 1

1

1

1

1

18

UPPER LOBBY

9

34 13

11

12

4 1

34

1

1

1

1

26

21

24

19

31

8 9

17

19

11

8

1

17 18

14

13 8

11

17 18

15

8

11

3 1

OPEN TO BELOW

12

20

1 1

14 14

OPEN TO BELOW

3

3

3

18

14

4

1

1

1

5 3

1

1

1

1

1

OPEN TO BELOW

17

15 16

11

20 1

56

1 1

1 1

1 1

1 1

1

1 1

1

1

32

16 14

33

LOW

3

10

14

OPEN TO BELOW

BE LOWPEN TO O

1

6

1

1

33

BE N TO OPE

1 FACULTY OFFICE 2 ADJUNCT FACULTY COMMONS 3 FACULTY COMMONS KEY NOTES: 4 PLAN CENTRALIZED STORAGE 5 SHARED RESOURCE 6 1 STAFF BREAKROOM FACULTY OFFICE 7 2 MECHANICAL LOFT COMMONS ADJUNCT FACULTY 8 3 SOUND / LIGHT LOCK FACULTY COMMONS 9 4 CONTROL BOOTHSTORAGE CENTRALIZED 105 BLACK BOXRESOURCE CATWALK SHARED 11 6 SOUND CLOSET STAFFEQUIPMENT BREAKROOM 127 JANITOR’S CLOSET MECHANICAL LOFT 138 MECHANICAL ROOM SOUND / LIGHT LOCK 149 MEETING ROOM CONTROL BOOTH 1510DEAN’S RECEPTION BLACKSUITE BOX CATWALK 1611 STORAGE SOUND EQUIPMENT CLOSET 17 12DEAN’S OFFICE JANITOR’S CLOSET 1813ADMINISTRATIVE OFFICE MECHANICAL ROOM 1914OUTDOOR TERRACE MEETING ROOM 2015GARDEN DEAN’SCOURT SUITE RECEPTION 2116MEN’S RESTROOM STORAGE 2217 WOMEN’S RESTROOM DEAN’S OFFICE 2318SINGLE USER RESTROOM ADMINISTRATIVE OFFICE 2419ELECTRICAL ROOM OUTDOOR TERRACE 2520EVENT SPACE GARDEN COURT 2621EVENT STORAGE MEN’SSPACE RESTROOM 2722STUDY ROOMRESTROOM WOMEN’S 2823ARCHIVAL COLLECTIONS SINGLE USER RESTROOM 2924ARCHIVES READING ELECTRICAL ROOMROOM 3025IT EVENT ROOM SPACE 3126ELEVATOR EVENT SPACE STORAGE 3227ENCLOSED STAIR 1 STUDY ROOM 3328ENCLOSED 2 ARCHIVALSTAIR COLLECTIONS 3429OPEN STAIR AREADING ROOM ARCHIVES 3530OPEN STAIR B IT ROOM 31 ELEVATOR 32 ENCLOSED STAIR 1 33 ENCLOSED STAIR 2 34 OPEN STAIR A 35 OPEN STAIR B

UPPER LOBBY

30

22 21

25

7

29

27

27

OPEN TO BELOW

23 35

26 LIBRARY 25

24

31 30

27

22

2727

27

2823

27

OPEN TO BELOW

LIBRARY

OPEN TO BELOW

OPEN TO BELOW 35

27 29 7

28 OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

PLAN COLOR KEY: THEATRE SPACES

OPEN TO BELOW

LIBRARY SPACES

PLAN COLOR KEY: MEETING SPACES

THEATRE SPACES GENERAL OFFICE SPACES LIBRARY SPACES BUILDING SUPPORT SPACES MEETING SPACES BUILDING CORE SPACES GENERAL OFFICE SPACES BUILDING SUPPORT SPACES

VERTICAL ARCHITECTURE ENTERPRISES Montgomery Park Business Center 1800 Washington Boulevard, Suite 414 Baltimore, MD 21230

309 Edgevale Road Baltimore, MD 21210

BUILDING CORE SPACES

STEVENSON UNIVERSITY LIBRARY AND PERFORMING ARTS CENTER 3667 Crondall Lane Owings Mills, Maryland 21117

443.571.4435 Office: 443.682.7757 Montgomery Park Business Center 1800 Washington Boulevard, Suite 414 Baltimore, MD 21230

VERTICAL ARCHITECTURE ENTERPRISES 309 Edgevale Road Baltimore, MD 21210 443.571.4435

Office: 443.682.7757

STEVENSON UNIVERSITY LIBRARY AND PERFORMING ARTS CENTER 3667 Crondall Lane Owings Mills, Maryland 21117

5 5

20 Nov 2018

20 Nov 2018

SCHEMATIC DESIGN PLAN - ROOF

SCHEMATIC DESIGN PLAN - ROOF 2

PLAN KEY NOTES: 1 2

GARDEN COURT MECHANICAL UNIT

2

2

1

2

VERTICAL ARCHITECTURE ENTERPRISES

EY NOTE:

01 . SAND BLASTED CONCRETE BASE 02 . ARCHITECTURAL CMU 03 . INSULATED GLAZING 04 . ALUMINUM CURTAIN WALL SYSTEM 05 . ALUMINUM CLIP ON BOX FRAME SYSTEM 06 . INSULATED GLAZED SKYLIGHTS 07 . METAL OVERHEAD DOORS 08 . ALUMINUM STOREFRONT DOORS 09 . ALUMINUM FRAMED INSULATED WINDOWS 10 . ALUMINUM METAL DOORS 11 . WALL MOUNTED METAL SIGNAGE 12 . METAL CANOPY

13 . ALUMINUM VERTICAL CLIP ON FINS 14 . METAL RAILING 15 . METAL STAIR WITH SAND BLASTED CONCRETE TREADS 16 . PAINTED GYP. BD 17 . WOOD DOORS WITH METAL FRAME 18 . MEMBRANE ROOFING 19 . INSULATED METAL PANEL 20 . SUSPENDED ACT CEILING TILE & GRID 21 . ROOF TOP MECHANICAL EQUIPMENT 22 . BOOK STACKS

BUILDING SECTION - 3

BUILDING ELEVATION - SOUTH VERTICAL ARCHITECTURE ENTERPRISES

Montgomery Park Business Center 1800 Washington Boulevard, Suite 414 Baltimore, MD 21230

KEY NOTE:

3667 Crondall Lane Owings Mills, Maryland 21117

443.571.4435 Office: 443.682.7757

RETE BASE

ALL SYS-

X FRAME

YLIGHTS ORS NT DOORS SULATED

RS SIGNAGE

2 1 13 . ALUMINUM VERTICAL CLIP ON FINS 14 . METAL RAILING 15 . METAL STAIR WITH SAND BLASTED CONCRETE TREADS 16 . PAINTED GYP. BD 17 . WOOD DOORS WITH METAL FRAME 18 . MEMBRANE ROOFING 19 . INSULATED METAL PANEL 20 . SUSPENDED ACT CEILING TILE & GRID 21 . ROOF TOP MECHANICAL EQUIPMENT 22 . BOOK STACKS

2

STEVENSON UNIVERSITY LIBRARY AND PERFORMING ARTS CENTER 3667 Crondall Lane Owings Mills, Maryland 21117

443.571.4435

01 . SAND BLASTED CONCRETE BASE 02 . ARCHITECTURAL CMU 03 . INSULATED GLAZING 04 . ALUMINUM CURTAIN WALL SYSTEM 05 . ALUMINUM CLIP ON BOX FRAME SYSTEM

Montgomery Park Business Center 1800 Washington Boulevard, Suite 414 Baltimore, MD 21230 Office: 443.682.7757

VERTICAL ARCHITECTURE ENTERPRISES

KEY NOTE:

03 . INSULATED GLAZING 04 . ALUMINUM CURTAIN WALL SYSTEM 05 . ALUMINUM CLIP ON BOX FRAME SYSTEM 06 . INSULATED GLAZED SKYLIGHTS 07 . METAL OVERHEAD DOORS 08 . ALUMINUM STOREFRONT DOORS 09 . ALUMINUM FRAMED INSULATED WINDOWS 10 . ALUMINUM METAL DOORS 11 . WALL MOUNTED METAL SIGNAGE 12 . METAL CANOPY

7

13 . ALUMINUM VERTICAL CLIP ON FINS 14 . METAL RAILING 15 . METAL STAIR WITH SAND BLASTED CONCRETE 20 Nov 2018TREADS 16 . PAINTED GYP. BD 17 . WOOD DOORS WITH METAL FRAME 18 . MEMBRANE ROOFING 19 . INSULATED METAL PANEL 20 . SUSPENDED ACT CEILING TILE & GRID 21 . ROOF TOP MECHANICAL EQUIPMENT 22 . BOOK STACKS

VERTICAL ARCHITECTURE ENTERPRISES

BUILDING ELEVATION - SOUTH

309 Edgevale Road Baltimore, MD 21210

01 . SAND BLASTED CONCRETE BASE

STEVENSON UNIVERSITY LIBRARY AND PERFORMING ARTS CENTER 02 . ARCHITECTURAL CMU

309 Edgevale Road Baltimore, MD 21210

443.571.4435

3

13 20 Nov 2018

13 . ALUMINUM VERTICAL CLIP ON FINS 14 . METAL RAILING 15 . METAL STAIR WITH SAND BLASTED CONCRETE TREADS 16 . PAINTED GYP. BD 17 . WOOD DOORS WITH METAL

309 Edgevale Road Baltimore, MD 21210

ST

16' - 6 3' - 0"

E-04

VIEW AT ANGLE ELEVATION BEYOND

16

15

38

SCENEE-02 SHOP

37

BLACK BOX THEATER

36

35 PREFUNCTION

2 LS301

MECH.ROOF WELL

E-17 E-19

CIRCULATION

2

E-02

E-21

E-06

A103

E-09

E-26

EVENT SPACE STORAGE

STAFF

22

23 BOOK TRUCK DISEMBARKING AREA

VIEW AT ANGLE ELEVATION BEYOND

20

21

SCENE SHOP

11

E-17 E-22

E-02 E-04

E-06

12

MECH LOFT

E-19

E-06

E-22

LIBRARY

E-04

E-16

PROP STORAGE ADJUNCT FACULTY COMMONS

E-17

33

DRESSING ROOM

32

E-16

E-09

ARCHIVAL 14 COLLECTIONS

4

15

16

ADJUNCT FACULTY COMMONS

17

18

E-16

E-17

16

E-03

17

FLEX SPACE

1/16" = 1'-0"

5'

SECTION - 3 1/16" =C1'-0" 25'

1/8" = 1'-0"

11

12

E-06

E-22

E-19

13

3' - 0"

11' - 8 3/8"

14 ARCHIVES READING ROOM & WORK AREA

E-04

15

0

1'

12' 1/4" = 1'-0"

E

0

1'

F

8'

3/8" = 1'-0"

17

18

1

T.O.S. LEVELROOF 2 576' - 6" 594' - 6"

A301

SCENE SHOP ROOF LEVEL 1 T.O.S. 560' - 0" 581' - 0" ENTRY PLAZA 557' - 0" LEVEL 2 576' - 6"

1 A301 2

LEVEL 1 560' - 0" ENTRY PLAZA 557' - 0"

J

A301

3 A301

UP

2

ARCHIVAL COLLECTIONS

2

D

16

SCENE SHOP ROOF T.O.S. 581' - 0"

MECH LOFT

A313

MECH LOFT

LEVEL 1 560' - 0" ENTRY PLAZA 557' - 0"

J

A301

E-03

N

A3

JJJ

SECTION - 3 1/16" = 1'-0" VIEW AT ANGLE ELEVATION BEYOND

3 0

23

LEVEL 2 576' - 6"

J

50'

B

22

BLACK BOX GRID 581' - 8"

J

3

21

ROOF T.O.S. 594' - 6"

ROOF T.O.S. 594' - 6"

FLEX SPACE

READING AREA

0

G

1'

/8"

20

LIBRARY

LOBBY

LEVEL 1 560' - 0" ENTRY PLAZA 557' - 0"

18

E-03

INFORMATION DESK EVENT SPACE

LEVEL BLACK1BOX GRID 560' - 0" 581' - 8" ENTRY PLAZA 557' - 0" LEVEL 2 576' - 6"

DRESSING ROOM

ARCHIVAL COLLECTIONS

READING AREA

LEVELROOF 2 T.O.S. 576' - 6" 594' - 6"

ROOF BEYOND

A313

MECH LOFT

2

LIBRARY

30

ATRIUM

MECH LOFT

BLACK BOX GRID 581' - 8"

E-17

E-19

INFORMATION DESK LIBRARY

LOBBY

PROP STORAGE

31

ROOF T.O.S. 594' - 6"

DRESSING ROOM

FACULTY COMMONS

STORAGE PREDRESSING FUNCTION ROOM

A313

EVENT SPACE

ADJUNCT FACULTY ROOF BEYOND COMMONS

4

PROP STORAGE

ARCHIVES READING ROOM & WORK AREA

MECH LOFT

ENTRY PLAZA 557' - 0"

37' - 6"

E-19

LEVEL 1 560' - 0"

30

DRESSING ROOM

15COSTUME

13 2

A313

SECTION - 2 1/16" = 1'-0" VIEW AT ANGLE ELEVATION BEYOND

E-09

ATRIUM

1

14 ARCHIVES READING ROOM & WORK AREA

ELECTRICAL

11

ROOF BEYOND

A313

A313

SHARED RESOURCE

13

CIRCULATION

23

COSTUME STORAGE

31

4

BLACK BOX THEATER

12

E-19

22

ATRIUM

E-02

MEDIUM MEETING ROOM

ADMIN

1

A313

34

ELECTRICAL

RECEPTION

21

FACULTY COMMONS

SHARED FACULTY RESOUCOMMONS RCE COSTUME STORAGE PREDRESSING FUNCTION ROOM

BLACK BOX THEATER

32

E-19

A313

E-02

CIRCULATION

SECTION - 2 2 1/16" = 1'-0"

2

SHARED E-09 RESOURCE

E-06

LOWER LOBBY

33

E-09

5' - 2" 12' - 10"

SCENE SHOP

E-17

13

A313

20

STORAGE

E-26

MEDIUM MEETING ROOM

ELECTRICAL EVENT SPACE STORAGE

BOOK TRUCK DISEMBARKING AREA 2

SECTION - 2 2 1/16" = 1'-0" ELEVATION BEYOND

E-15

2

A103

CIRCULATION

STAFF

14

E-26

SEATING E-21

34A313

JJJ

17

E-02

PROMENADE 1

35

E-02

16' - 6"

BOOK TRUCK DISEMBARKING AREA

18

MECH.ROOF WELL BLACK BOX E-19

E-09

3' - 0"

STAFF

E-06

5' - 2" 12' - 10"

EVENT SPACE STORAGE ADMIN

36

A103

37' - 6"

ADMIN

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

E-07

MEDIUM MEETING RECEPTION CIRCULATION ROOM

LEVEL 2 576' - 6"

16' - 6"

A313

LOBBY

2

37 E-21

2 LS301

EVENT SPACE ROOF T.O.S. 581' - 0"

3' - 0"

2

ELEVATION BEYOND

38

E-19

30

5' - 2" 12' - 10"

MECH.ROOF WELL BLACK BOX THEATER

13CIRCULATION

31

16' - 6"

14 RECEPTION

32

3' - 0"

15

33

37' - 6"

ELEVATION BEYOND 16

34

37' - 6"

2 LS301

35

4' - 6" 13' - 6"

2

17

36

CATWALK & GRID

A313

18

37

16' - 6"

38

13

4' - 6" 13' - 6"

14

16' - 6"

15

16' - 6"

16

11' - 8 3/8"

17

37' - 6"

E-26

18

ROOF T.O.S. 594' - 6"

J

UPPER LOBBY LOWER LOBBY

INSULATED CEMENT BOARD, STRIATED ALUMINUM CURTAIN WALL SYSTEM ROOF MONITOR METAL OVERHEAD DOOR ALUMINUM FRAMED INSULATED WINDOWS METAL STAIR WITH SAND BLASTED CONCRETE TREADS PAINTED GYP. BD WOOD DOORS WITH METAL FRAME INSULATED CEMENT BOARD ROOF TOP MECHANICAL EQUIPMENT BOOK STACKS BLACK BOX TENSION GRID

J

E-15

3' - 0"

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

ENTRY PLAZA 557' - 0"

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

H

0

1'

J

3'

13' - 6"

1

E-06

E-02

E-03 E-04 E-06 E-07 E-09 E-15 E-16 E-17 E-19 E-21 E-22 E-26

LEVEL 1 560' - 0"

37' - 6"

3

BLACKA313 BOX SEATING CONTROL ROOM STORAGE

E-07

PROMENADE

4' - 6" 13' - 6"

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

LOBBY

3' - 0"

1

BLACK BOX E-15 CF CH SEATING STORAGE LOWER LOBBY

E-02 BLACK BOX THEATER

E-07

CA

576' - 6"

1" = 1'-0"

ROOF T.O.S. 594' - 6" K 0

SCENE SHOP ROOF

1'

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

L

UP

0

M

N

1

3" = 1'-0"

INTERIOR RENDERING

OUTDOOR GROUP STUDY SPACES

Adjacent to the site are existing warehouse buildings that were repurposed into university academic buildings several years ago; playing off this industrial warehouse context, exposed structure and natural light are used in lieu of expensive materials to create functional spaces supporting an array of activities.

INTERIOR SMALL GROUP STUDY

The Event space accommodates 150 people in rows (15 sf / seat) or 90 people at tables (25 sf / seat). Could open up to lobby to increase capacity. Multi-use space for art exhibits, special events, receptions, meetings/ workshops, board meetings, lectures/presentations. Glazed wall overlooking Outdoor Reception Space / Living Room. Should be directly accessible to outdoor space. Acoustically separated from rest of building. Technology includes computer, projector and screen; a/v system; microphone/podium; handheld microphones. No permanent furniture. Conference Services sets the rooms with tables, chairs, etc. upon request.

Small gathering space for book readings. Movable partitions that allow space to be opened to combine with Display Space and Touchdown Space near entry. When there is no event, space serves as active reading area.

LIBRARY AND STUDY SPACES

02

COMMUNICATION ARTS & HUMANITIES BUILDING

Studio Architect l Associate



KPNARCHITECTS, llc 2017 - Present

Brief Description of Project Size : 199,670sf Design Start : 2020 Constructions Start : 2022( est.)

Setting : Higher Education



The new CAH Building will be an integral part of the Bowie State experience, collecting and connecting students across various fields of study into a facility designed to inspire collaboration and student success. The new building will be the stage upon which students are empowered to speak and destined to soar, the primary vision for the project.

The building’s massing informs the approach to the facade design and materiality, responding to specific program needs, view opportunities, environmental orientation, and shaping a series of significant new campus spaces. The highly visual nature of the programs contained within the building are manifested in the design concept of “procession”. This concept guides the building siting, shape, placement, and materials.

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

Responsibility Work closely with the team to identify FF&E needs and assist in developing detailed specifications for each FF&E item, including dimensions, materials, finishes, and other features.

Assist the team in Revit modeling and produce construction drawings, including exterior wall sections, roof plans, and interior elevations.

 

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  

 

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 

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 

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  

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SITE MAP 





VICINITY MAP 

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LOCATION MAP 

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

COLOR CODED DIAGRAMS The following diagrams depict the spaces which are color coded by departmental.

The organization is intended to create future flexibility as uses and departmental assignments change over the longer term, in addition to maximizing efficiency and shared use. The planning approach unites interior and exterior campus spaces to meet functional requirements and contribute to creating a dynamic campus character.

Bowie State University Communication Arts and Humanities Building UMCP Project #15‐669‐518‐00 100% Construction Documents

Bowie State University Communication Arts and Humanities Building UMCP Project #15‐669‐518‐00 100% Construction Documents COMM ROTC SHARED SUPPORT

At Level 1, the northeast entry will be used most frequently by students arriving from campus and is adjacent to an existing parking lot.

Level 1 ‐ Departments LEVEL 1 - DEPARTMENTS

7‐04 |

|architectural design

LLCS

COMM

ROTC

HGOV

Levels 2 and 3 share a consistent organizational approach, with academic departments and learning resources located in the west wing and active learning classrooms in the east wing.

Level 2 – Departments

LEVEL 2 - DEPARTMENTS

SHARED SUPPORT

SHARED SUPPORT

The upper levels of the ‘heart’ connect these areas and contain open and enclosed distributed informal learning spaces. History and Government and Communications faculty and administration space are at Level 2, with ROTC and Language, Literature and Cultural Studies at Level 3.

Level 3 – Departments

LEVEL 3 - DEPARTMENTS

     

















     



 



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

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  

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



 

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 







     

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

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 

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 

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















   

  

 

 

 

   

 









































 









   















 



 





  



  

  

   

   



  

 

  



   

  









  



  













 





















  











 

    



























  

 

 







        



















 

 



  



  



 





 

 

  



  





  



 









 





 







   









BIM 360://BSU Communication Arts & Humanities Building/BSUCAH_ARCH_2020.rvt 1/30/2022 4:01:11 PM



 

60://BSU Communication Arts & Humanities Building/BSUCAH_ARCH_2020.rvt



 









 





 









ISSUE

DATE

MARK























 













 



Job Number

860782.000

        



 





       

 

A20-01

    











     

 

 





   

  

   







 





 



 





  





  











  

 

  



  

 





  







 



  



 

 















 



 





  





  

 



 







 



 

 



 

  

 

  

    











 



 



 















 



 





  





  

  



  

& Humanities Building/BSUCAH_ARCH_2020.rvt





  

 





  

 





  

 

   

 

MARK





ISSUE

DATE







 

   





 

 







 

 

 

  



 





 

 





   

     

     

 

 



 

 

 



   





   







 







  





 



  

  

  

 







 

 



  

   





 

 

 



 

   

 

 

  

 

  





 



       



   



  

  

 

    





 





  





 





  



 

 

 



  



 

  



  







  

 

 





























    



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Humanities Building/BSUCAH_ARCH_2020.rvt

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ISSUE

DATE

MARK

 

Job Number

860782.000





CONSTRUCTION BUILDING UNDER CONSTRUCTION

The auditorium, at the south end of the building, is visible and accessible to both the campus and community. The three-story glass facades of the student entrance, at the north, connects the campus to the building providing visual connection as well as access, on the ground floor, to the centrally located courtyard. Enjoy a welcoming and engaging environment.

The 1500-seat auditorium is iconic anchor at the south end of the building adjacent to the Loop Road and MARC rail station. The facade of the auditorium continues the patterning and movement of the typical facade with adjustments in scale, scope, and openings.

CONSTRUCTION OF THE NEW CAH BUILDING The new CAH Building will contain multiple departments and programs that are currently accommodated within the existing Martin King Jr. (MLK) Center which will be demolished once construction of the new building is complete. Project objectives include providing state-of-the art flexible and collaborative learning environments; specialized media production facilities, class laboratories, and departmental learning resources; faculty and administrative space to support interdisciplinary activity; and a 1500-seat assembly/auditorium space to serve a wide variety of BSU activities.

CONSTRUCTION SITE PICTURE

CONSTRUCTION SITE PICTURE

03

PRINCE GEORGE’S COMMUNITY COLLEGE MARLBORO HALL

AND ADDITION

Studio Architect l Associate

KPNARCHITECTS, llc 2017 - Present

Brief Description of Project Size : 130,156 SF Design Start : 2018 Constructions Start : 2020 Setting : Academic

College d.Marlboro 20774.

Department of General Services: Hall, originally built in the 1970’s, is a building that will end up being doubled s three-story in size once the project is complete. The project included a full existing conditions study of the ACTING SECRETARY: Atif T. Chaudhry whole building, finding deficiencies in the superstructure, roofing, exterior walls, stairs, and win301 West Preston Street. dows and doors.

The renovations will provide the school with modBaltimore. MD. 21201 ern classrooms with new technology, more efficient MEP systems, and better accessibility measures.

The 130,000 GSF renovated building will house 459 laboratories for STEM departments, classrooms, offices, and study spaces. Additionally, work is being done to renovate several pedestrian bridges that connect Marlboro Hall to two other buildings on campus. Finally, the exterior of the building will be renovated and rebranded.

Responsibility Understands the project and devises creative strategies to complete the work that meet or exceed the client’s expectations. Conducts research on existing building and campus infrastructure, coordinates field research, investigates and analyzes codes, produces site plans, floor plans, roof plans, demolition and phasing plans, and detailed elevations. Assists the Project Manager in providing overall architectural support throughout all phases of the project.

VICINITY MAP

DIAGRAMS - LEVELS 1,2,

MATERIAL AXON VIEWS WALL ASSEMBLIES BRICK - WALL TYPE 1

METAL PANEL - WALL TYPE 2

TERRA COTTA - WALL TYPE 3

CURTAINWALL - WALL TYPE 4 KAWNEER CLEARWALL, SEE SPEC

4" BRICK

1 3/8" METAL PANEL

1" TERRA COTTA

1 7/8" AIR SPACE

3/4" AIR SPACE

1 5/8" AIR SPACE

4" POLY-ISO INSULATION

4" POLY-ISO INSULATION

4" POLY-ISO INSULATION

AIR, VAPOR, WEATHER BARRIER

AIR, VAPOR, WEATHER BARRIER

AIR, VAPOR, WEATHER BARRIER

5/8" GYP. SHEATHING

5/8" GYP. SHEATHING

5/8" GYP. SHEATHING

6" METAL STUDS

6" METAL STUDS

6" METAL STUDS

5/8" GYP. WALLBOARD

5/8" GYP. WALLBOARD

5/8" GYP. WALLBOARD

EXTERIOR SIDE

EXTERIOR SIDE

EXTERIOR SIDE BRICK - WALL TYPE 1

STOREFRONT - WALL TYPE 5

Marlboro Hall Renovation & Addition

Rev 22 - 100% Construction Documents March 3, 2023

WALL ASSEMBLIES METAL PANEL - WALL TYPE 2

KAWNEER 451 UT OR 601 UT, SEE SPEC

EXISTING: 40,056 GSF NEW: 33,578 GSF

EXTERIOR SIDE TERRA COTTA - WALL TYPE 3

4" BRICK

1 3/8" METAL PANEL

1" TERRA COTTA

1 7/8" AIR SPACE

3/4" AIR SPACE

1 5/8" AIR SPACE

4" POLY-ISO INSULATION

4" POLY-ISO INSULATION

4" POLY-ISO INSULATION

AIR, VAPOR, WEATHER BARRIER

AIR, VAPOR, WEATHER BARRIER

AIR, VAPOR, WEATHER BARRIER

5/8" GYP. SHEATHING

5/8" GYP. SHEATHING

5/8" GYP. SHEATHING

6" METAL STUDS

6" METAL STUDS

6" METAL STUDS

5/8" GYP. WALLBOARD

5/8" GYP. WALLBOARD

5/8" GYP. WALLBOARD

EXTERIOR SIDE

EXTERIOR SIDE

EXTERIOR SIDE

EXISTING

OWNER: Marlboro Hall Prince George's Renovation & - LEVELS DIAGRAMS 1,2,3,4Community College 301 Largo Largo, MD 20774 Addition DIAGRAMS - LEVELS Rd, 1,2,3,4

EXTERIOR SIDE CURTAINWALL - WALL TYPE 4

STOREFRONT - WALL TYPE 5

KAWNEER CLEARWALL, SEE SPEC

KAWNEER 451 UT OR 601 UT, SEE SPEC

NEW

LEVEL 01 GSF

301.546.6000 1,2,3,4 DIAGRAMS - T:LEVELS EXISTING: 40,056 GSF LEVEL 01_ GSF EXISTING: 34,086 GSF 11" = 80'-0" EXISTING: NEW: 33,57840,056 GSF GSF EXISTING: NEW: 27,96134,086 GSF GSF EXISTING: EXISTING: NEW: 33,57840,056 GSF GSF NEW: 27,96134,086 GSF GSF NEW: 33,578 GSF NEW: 27,961 GSF Rev 22 - 100% Construction Documents March 3, 2023

EXTERIOR SIDE

EXTERIOR SIDE

OWNER:

Prince George's Community College 301 Largo Rd, Largo, MD 20774 T: 301.546.6000

EXISTING EXISTING NEW EXISTING NEW OF RECORD: NEW ARCHITECT KPN Architects, LLC

ARCHITECT OF RECORD: KPN Architects, LLC 1800 Washington Boulevard, Suite 414 Baltimore, MD 21230 T: 443.682.7757 CONSULTANTS:

EXISTING EXISTING NEW EXISTING NEW NEW

6' - 0"

MEP/FP ENGINEERS: Weigand Associates, Inc. 20270 Goldenrod Lane Germantown, Maryland 20876 T: 301.540.9060

SMOKE ANALYSIS: Koffel Associates, Inc 8815 Centre Park Drive, Suite 200 Columbia, Maryland 21045 T: 410.750.2246

01_ GSF 1- LEVEL LEVEL 01_ GSF 1- LEVEL 01_ GSF 11" = 80'-0"

CIVIL | GEOTECH ENGINEERS: Triad Engineering, Inc. 1075 Sherman Avenue # D Hagerstown, Maryland 21740 T: 301.797.6400

1" = 80'-0"

LANDSCAPE ARCHITECTS: Floura Teeter Landscape Architects, Inc. 800 N. Charles Street, Suite 300 Baltimore, Maryland 21201 T: 410.528.8395

1" = 80'-0"

ENVIRONMENTAL REMEDIATION: Aerosol Monitoring & Analysis 1331 Ashton Road, Suite A Hanover, Maryland 21076 T410.684.3327

2 AXON - Exterior Materials - SE 6' - 0" 6' - 0"

LEVEL 1 - CIRCULATION DIAGRAM

546 SF 786 SF BH202 BH203 CLASSROOM CLASSROOM 8' - 0" 786 SF BH203 546 SF BH202 CLASSROOM CLASSROOM

2

786 SF8' - 0"

AXON - Exterior Materials - SE

STRUCTURAL 1" ENGINEERS: = 80'-0" Silman AssociatesPER PRINCE GEORGE'S COUNTY Circulation shall be counted for egress, not plumbing fixtures: Circulation 1st Floor ( Less 8'-0" width) = 8,807 SF = 80'-0" 1053 31st. Street 1" NW Washington, DC 20007 T: 202.333.6230

LANDSCAPE ARCHITECTS: 1" Floura Teeter Landscape Architects,8' -Inc. 800 N. Charles Street, Suite 300 Baltimore, Maryland 21201 T: 410.528.8395

03_ GSF LEVEL 03 GSF 3- Level Level 03_ GSF 3- Level 03_ GSF

ENVIRONMENTAL REMEDIATION: Aerosol Monitoring & Analysis 1" = 80'-0" 1331 Ashton Road, Suite A Hanover, Maryland 21076 1" = 80'-0" T410.684.3327

3-

EJ EJ

EQ

A-003

8' - 1"

8' - 1"

8' - 0"

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

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

6' - 5 7/16" 6"

20.

WI A. SEE STRUCT WINDOW DESIG GLAZING:

A. SEE STR 1. PROVIDE SAFETY WINDOW GLAZING: THAN 18" DA - IF LESS - OR1.IFPROVIDE GLASS ISSAFE LA GLAZIN - OR- IF IF LESS TOP EDGE THAN IS 1 - OR- OR IF AN ADJACEN 1.

IF PROVIDE GLASS IS

6. SEE 11 - ORCHAPTER EDG LESS TH 2.

-IFIFTOP AAN BUILDIN - OR IF -IFOR IFADJAC GLA ROOF ARE - OR IF TOP 6. SEE CHAPTER 2.

- OR AN A 3.SEE 8.

SKYLIGHT FRAMI IF IF A BUIL 6.

CHAPTER 11 ROOF A 6. ASEE CHAP 2.

IF BUILDIN IFFRA A 3.

8.

SKYLIGHT 6. SEE CHAPTER ROO IF A BUIL 3.SEE 8.

SKYLIGH 6.

CHA IF A

3- Lev

1" = 80

WA UR LAV MO SH AR

LEV

NEW NEW NEW: 24,482 GSFNEW 04_GSF 4- Level 04 GSF 1" = 80'-0"LEVEL NEW: 24,482 GSF 04_GSF 4- Level NEW: 24,482 GSF 1" =Level 80'-0" 04_GSF EXISTING MARLBORO HALL PLUMBING FIXTURES 8' - 0"

3/5/2023 10:33:50 PM

8' - 0 1/8"

EQ

8' - 1"

1. PROVIDE

A. SEE 20.STRUCTUR WIND WINDOW DESIGN.

EQ LEVEL 2 - DIAGRAM

8' - 0"

4 AXON - Exterior Materials - NW

2- LEV

1. PROVIDE LEE 19. SU 20. WINDOW 1" = 80

EXISTING Level EXISTING NEW EXISTING 4- 1" = 80'-0" NEW EX NEW

PER PRINCE GEORGE'S COUNTY 1" = 80'-0" E J Circulation shall be counted for egress, not plumbing fixtures: Circulation 2nd Floor ( Less 8'-0" width) = 5,970 SF

546 SF

MATERIAL AXON VIEWS

3 AXON - Exterior Materials - NE

EXISTING: 37,014 GSF EXISTING: 37,014GSF GSF NEW: 29,230 EXISTING: 37,014 GSF NEW: 29,230 GSF NEW: 29,230 GSF

LEVEL 1 - CIRCULATION DIAGRAM

MEP/FP ENGINEERS: BH202 BH203 Weigand Associates, Inc. CLASSROOM CLASSROOM 20270 Goldenrod Lane 546 SF 786 SF Germantown, Maryland 20876 T: 301.540.9060 8' - 0"

8' - 0"

51 SF

OF MARYLAND Professional Certification PER PRINCE GEORGE'S COUNTY Circulation shall beISTATE counted forwereegress, certify that the documents prepared & approved

by Gordon Thomas Ingerson, and I am a licensed Architect under= the8,807 laws of the State of Maryland. not plumbing fixtures: Circulation 1st Floor ( Less 8'-0" width) SF License # 7313 Expiration Date: 10 /18 /2024 PER PRINCE GEORGE'S COUNTY Circulation shall be counted for egress, not plumbing fixtures: Circulation 1st Floor ( Less 8'-0"ISSUE width) = 8,807 SF PER PRINCE GEORGE'S COUNTY Circulation be 2112counted for egress, JOB LEVEL 1 - CIRCULATION DIAGRAMshall Author DRAWN width) not plumbing fixtures: Circulation 1st Floor ( Less 8'-0" = 8,807 SF 1" = 1'-0" SCALE BH202 BH203 LEVEL 1 - CIRCULATION DIAGRAMREVISIONS: CLASSROOM CLASSROOM

19. SUSTA

51 SF

6' - 5 7/16"

7' - 11 3/4"

51 SF 154BA STOR.

1. PROVIDE LEED S

1" = 80'-0" CONSULTANTS:

CIVIL | GEOTECH ENGINEERS: Triad Engineering, Inc. 1075 Sherman Avenue # D Hagerstown, Maryland 21740 T: 301.797.6400

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

51 SF 154BA STOR.

02_ GSF 2- LEVEL LEVEL LEVEL02_ GSF 2- LEVEL0202_GSF GSF 2-

SMOKE ANALYSIS: Koffel Associates, Inc 8815 Centre Park Drive, Suite 200 Columbia, Maryland 21045 T: 410.750.2246

6' - 0"

154BA STOR.

154BA STOR.

1800 Washington Boulevard, Suite 414 Baltimore, MD 21230 T: 443.682.7757

8' - 0 1/8"

8' - 0"

1 AXON - Exterior Materials - SW

7' - 11 3/4"

STRUCTURAL ENGINEERS: Silman Associates 1053 31st. Street NW Washington, DC 20007 T: 202.333.6230

19. SUSTAIN

8' - 1"

4-

8' - 0 3/16"

1" = 80'-0" EXISTING MARLBORO HALL PLUMBING FIXTURES WATER CLOSET - 56 URINAL - 38 EXISTING MARLBORO HALL PLUMBING FIXTURES 8' - 0 1/8" WATER CLOSET - 56 LAVATORY - 68

ASS

127 64p

EDU

134 671

BUS PRINCE GEORGE COUNTY- LARG FAC SUBCONTRACTOR SHALL BE171 RE PRINCE GEORGE LA THIS PROJECT AND COUNTYSHALL PAY

16'-0"

BUILDING ELEVATION & SECTION LEVEL 1 140' - 2"

3 A-233

SIM.

4 A-230

X-D

SIM.

1

2

A-235

A-230

X-E

X-F

32'-0"

G.2 G.4 G.5

X-G

38'-0"

30'-0"

18'-0"

G.7

G.8

19'-11"

19'-5"

H

H.3 13'-1"

H.4

5'-0"

V.I.

13'13'-2 3/4"

2

EX. LH LEVEL 02 157' - 5" V.I.F

14'-0

1/16" = 1'-0"

LEVEL 2 156' - 2"

SIM.

A-230

G-G

3 A-236

J

EX. LH LEVEL 01 144' - 2"

21'-11"

3/5/2023 10:35:17 PM

16'-0"

METAL PANEL - WALL TYPE 2 LEVEL 1 140' - 2"

CURTAINWALL - WALL TYPE 4

2

2

01

5

10

7.8

8.8

A-1 X-NN1 X-A2 A-.3 A-.5 X-12 10.8

9.8

STAIR D

FACULTY CORRIDOR

COMMONS II

ADMIN ADMIN. WORKROOM COMMONS I

CLASSROOM

21'-0"

2'-0"

12.9

13'-1"

X-B

X-14

X-C

14.2

35'-9"

40'-0"

CLASSROOM

CLASSROOM

SOUTH CORRIDOR

CLASSROOM

MEP/FP ENGINEERS: Weigand Associates, Inc. 20270 Goldenrod Lane Germantown, Maryland 20876 T: 301.540.9060

CLASSROOM

SOUTH CORRIDOR

CLASSROOM

SMOKE ANALYSIS: Koffel Associates, Inc 8815 Centre Park Drive, Suite 200 Columbia, Maryland 21045 T: 410.750.2246 SOUTH ATRIUM

10'-5 1/2" 14'-0"

SOUTH CORRIDOR

MED. CLASSROOM I

CIVIL | GEOTECH ENGINEERS: Triad Engineering, Inc. 1075 Sherman Avenue # D Hagerstown, Maryland 21740 T: 301.797.6400

V.I.F

CLASSROOM

STRUCTURAL ENGINEERS: Silman Associates 1053 31st. Street NW Washington, DC 20007 T: 202.333.6230

12'-2 1/4"

CONSULTANTS:

14'-0"

V.I.F

COMMONS III

20

2 6.8

DEAN'S CONF.

STEAM ROOM - LEVEL 00 129' - 2" ADMIN ADMIN WORKROOM OFFICE

LEVEL 1 140' - 2"

A-230

OVERALL STOREFRONT EXTERIOR ELEVATION - WALL TYPE 5- EAST 1/16" = 1'-0"

EX. BH LEVEL 01 ADMIN ADMIN WORKROOM 140' - 0"

LEVEL 2 156' - 2"

TERRA COTTA - WALL TYPE 3

EX. BH LEVEL 02 154'20- 8" 10

V.I.F

BRICK - WALL TYPE 1

5

FACULTY CORRIDOR

LEVEL 3 170' - 2"

10'-10 1/4"

LEVEL 2 156' - 2"

01

12'-9 3/4"

14'-0"

SUN SCREEN

LEVEL 4 184' - 2"

1 A-295

1 A-234

14'-0"

1/16" = 1'-0"

12'-9 3/4"

OVERALL EXTERIOR ELEVATION - SOUTH

PENTHOUSE ROOF LEVEL 68' - 5" HIGH ROOF 198' - 2" EX. BH ROOF 179' - 8" LEVEL 4 184' - 2" EX. BH LEVEL 03 167' - 6" LEVEL 3 170' - 2" EX. BH LEVEL 02 154' - 8" LEVEL 2 156' - 2" EX. BH LEVEL 01 140' - 0"

V.I.F

MATERIAL LEGEND

A-230

1"

14'-8"

14'-0"

1

EX. BH LEVEL 03 167' - 6"

V.I.F

LEVEL 4 184' - 2"

LEVEL 3 170' - 2"

HIGH ROOF 198' - 2"

A-233 A-295

ARCHITECT OF RECORD: KPN Architects, LLC 1800 Washington Boulevard, Suite 414 Baltimore, MD 21230 T: 443.682.7757

V.I.F 15'-11 3/4"

A-339

14'-8"

14'-0"

2 A-235

3

4

10'-10 1/4"

3

EX. BH ROOF 179' - 8" V.I.F

PENTHOUSE ROOF LEVEL 68' - 5"

V.I.F

HIGH ROOF 198' - 2"

12'-2 1/4"

2'-4"

LEVEL -1LEVEL 00 STEAM ROOM 140' - 2" 129' - 2"

LANDSCAPE ARCHITECTS: Floura Teeter Landscape Architects, Inc. 800 N. Charles Street, Suite 300 Baltimore, Maryland 21201 T: 410.528.8395

PARTIAL BLDG. SECTION - NORTH SOUTH GRID X5 LOOKING WEST1 OVERALL EXTERIOR ELEVATIONF-F - EAST 1/16" = 1'-0" 1/16" = 1'-0"

X-15

01

X-D

15.8 X-16

32'-0"

5

10

ENVIRONMENTAL REMEDIATION: Aerosol Monitoring & Analysis 1331 Ashton Road, Suite A Hanover, Maryland 21076 T410.684.3327

20

X-E

X-F

32'-0"

38'-0"

G.2

X-G 30'-0"

G.4 G.5

H

G.8

18'-0"

52'-5"

H.3 H.4 5'-0"

J 21'-11"

1'-2" 2'-4"

A-230

13'-2 3/4"

SKYBRIDGE-WEST

EX. LH LEVEL 03 170' - 8" EX. LH LEVEL 02 157' - 5"

3 A-236

E-E

16'-0"

LEVEL 2 156' - 2"

LEVEL 1 140' - 2"

1 OVERALL EXTERIOR ELEVATION - SOUTH 1/16" = 1'-0"

01

5

10

20

WEST ATRIUM

EX. LH LEVEL 01 144' - 2"

LEVEL 3 170' - 2"

STUDENT LOUNGE

VEST STATE OF MARYLAND Professional ENTRY Certification I certify that the documents were prepared & approved

by Gordon Thomas Ingerson, and I am a licensed Architect under the laws of the State of Maryland.

License # 7313 Expiration Date: 10 /18 /2024

LEVEL 2 156' - 2"

LEVEL 1 ROOF EXISTING 140' - 2"183' - 10" EX. LH LEVEL 03 170' - 8"

ISSUE JOB

2112

DRAWN

KS

SECTION NORTH SOUTH GRID X1 LOOKING EAST SCALE

1/16" = 1'-0"

LEVEL 4 184' - 2"

STUDENT LOUNGE

EXISTING ROOF 183' - 10"

HIGH ROOF 198' - 2"

V.I.F

CLASSROOM

2 A-234

STUDENT LOUNGE

V.I.F

CLASSROOM

V.I.F

CLASSROOM

1 A-230

15.8 X-16

X-15

V.I.F

SKYBRIDGE WEST

A-233 A-295

As indicated

REVISIONS:

EX. LH LEVEL 02 157' - 5" V.I.F

1

13'-1 1/2"

12'-9 3/4"

2 A-235

?

LEVEL 3 170' - 2" 14'-0"

4

CLASSROOM

3

14.2

X-14

A-230

A-234

CAMPUS CONF-SMALL

14'-0"

EX. BH LEVEL 01 140' - 0"

CLASSROOM

12.9

X-12

2

V.I.F

LEVEL 4 184' - 2"

1 A-235

10.8

13'-3"

14'-0"

14'-8"

EX. BH LEVEL 02 154' - 8"

HIGH ROOF 198' - 2"

1 A-233

9.8

BH BRIDGE

EXISTING V.I.F

EX. BH LEVEL 03 167' - 6"

8.8

13'-1 1/2"

A-234

7.8

13'-3"

A-230

6.8

13'-2 3/4"

A-234

12'-2 1/4"

2

EXISTING V.I.F EXISTING V.I.F

1

6.2

14'-0"

5.5

14'-0"

5.1

14'-0"

4.1

16'-0"

X-4

12'-0"

3.2

1

EX. BH ROOF 179' - 8"

3/5/2023 10:37:33 PM

X-3

10'-0"

X-2

2'-0"

1.4

X-1

EX. LH LEVEL 01 144' - 2"

X-8

X-9

X-10

X-11

X-12

12.9 X-13

PREFINISHED ALUMINUM COPING 2 A-339

1 A-333

8"

5/8” THK EXT.TRADE SHEATHING

SELF - ADHERING STAINLESS STEEL FOR FLASHING SEAL AT EDGE

18

6 A-335CONTINUOUS BENT PLATE

4.1

X-4

3.2

X-3

2.4

WALL TYPE 3, SEE A-003 FOR WALL ASSEMBLY

VAPOR RETARDER TURN UP ON PARAPET WALL

18

COLD FORMED METAL FRAMING

11' 4" AFF

STEEL ANGLE LINTEL

4 A-335

18

PREFINISHED ALUMINUM COPING .

X-C

6"

COLD FORM METAL FRAMING W/ INSULATION INFILL FOR COPING 2 1/2”

X-D

XD.5

X-E

X-F

SS FLASHING

SEALANT

SEALANT MASONRY INFILL

8"

MIN.

11"

SF-4 PVC ROOFING MEMBRANESF-4

SLOPE METAL OUTRIGGER 1/4" /FT

H.4

HOT AIR WELDED SEAM & CONT. SEALANT AT EDGE

LEVEL 2 156' - 2"

4 A-245

STEEL BEAM

OPEN

G.8 G.7

16'-0"

HIGH ROOF 198' - 2"

G.5 G.4 G.2 X-G

4"x4" HSS WITH 6" CFMF IN BETWEEN @ 16" OC.

SEALANT

SEALANT

PVC ROOFING MEMBRANE FLASHING ON 5/8” THK PRESSURE TREATED PLYWOOD SHEATHING

16” O.C VERT.

VAPOR RETARDER

SELF-ADHERING SHEET3AIR BARRIER LEVEL

.

170'TYPE - 2" 1 SEE A-003 WALL FOR WALL ASSEMBLY SELF - ADHERING STAINLESS STEEL FOR FLASHING SEAL AT EDGE

.090 CLEAR ANOD .ALUMINUM CLOSURE WITH HEMMED EDGE SEAL TO ANGLE

WELCOME FORUM

OFFICE 18

STEEL JOISTS

24GA. COUNTER FLASHING RELIEVER SCREW FASTEN @ 12” O.C

VAPOR RETARDER

VAPOR RETARDER TURN UP ON PARAPET WALL PVC ROOFING CONC.MEMBRANE SLAB SLOPE 1/4" /FT

CAFE

VESTIBULE

METAL DECK

APPLIED FIREPROFING VAPOR RETARDER

METAL MASONRY TIES @ 16” O.C VERT.

FIRESAFING AT SLAB EDGE, TYP.

COLD FORMED STRAPPING

X-F

X-E

X-D 1 A-337

COLD FORM METAL FRAMING W/ INSULATION INFILL FOR COPING 2 1/2”

ROD 1AND SEALANT LEVEL 140' - 2"

1 A-332

APPLIED FIREPROFING

PREFINISHED ALUMINUM COPING

LEVEL 4 184'MASONRY - 2" METAL TIES @

PVC ROOFING MEMBRANE

STEEL BEAM BATT INSULATION

4"

H

APPLIED FIREPROOFING

X-D

6"x3" HSS ACROSS VERTICAL HSS TUBES, SEE STRUCTURAL DETAIL 6/S-405

WEEP VENTS @ 24" O.C

14'-0" 1'-0 1/2"

10'-7"

CONTINUOUS BENT PLATE

WALL TYPE 3, SEE A-003 FOR WALL ASSEMBLY

H.3

3/4" /12

LEVEL 2 156' - 2"

EAST WALL - WEST ATRIUM 1/16" =STEEL 1'-0" SHELF ANGLE

CONTINUE ROOFING MEMBRANE TO UNDERSIDE OF COPING

HIGH ROOF SIM. 198' - 2"

3"

3 7/8"

1 1/2"

H.3

18

PVC MEMBRANE FLASHING

CONC. SLAB ON METAL DECK

5/8” CEMENT BOARD SHEATHING ON PRESSURE TREATED WD. FRAMING

H.4

SEALANT

SEALANT STAINLESS STEEL COUNTER FLASHING RELIEVER SCREW FASTEN @ 12” O.C

18

ALUMINUM STOREFRONT

1 1/2" = 1'-0"

STAINLESS STEEL FLASHING

4” MIN LAP AT TRANSITION SEAMS FIRE SAFING ATSEAL SLABALL EDGE TYP.PER MFR

4" CMU 5/8” THK EXT.TRADE SHEATHING SEALANT

3

H

CEILING.REF: RCPS

PREFINISHED ALUMINUM WINDOW

WALL SECTION @ 12.9

DRAINAGE MAT PVC ROOFING MEMBRANE FLASHING ON 5/8” THK PRESSURE TREATED PLYWOOD SHEATHING

VAPOR RETARDER TURN UP ON PARAPET WALL

STAINLESS STEEL COUNTER SELF-ADHERING FLASHING RECIEVER SCREW FASTENSHEET @ 12” AIR O.C BARRIER

PVC ROOFING MEMBRANE METAL VERTICAL SLIDE CLIP

G.7

1 VAPOR RETARDER 18 AVB A-336 2" THK BOARD INSULATION

THERMAL BREAK PAD

PRESSURE TREATED WD . BLOCKING PERIMETER FIRE CONTAINMENT 2 ASSEMBLY HOT AIR WELDED SEAM & W/ MOKE SEAL A-336 CONT. SEALANT AT EDGE

G.4

X-G

WINDOW TREATMENT COLD FORMED METAL FRAMING ASSEMBLY 5/8" THK GYP BOARD SOFFIT CEILING.REF: RCPS

ROD & SEALANT

WALL TYPE 3, SEE A-003 FOR WALL ASSEMBLY

4"

X-B 6"

DEFLECTION TRACK BEYOND

3/4" /12

2

LEVEL 1 3/8"

EXTRUDED ALUMINUM 140' - 2" HEAD CLOSURE

WALL TYPE 5, SEE A-003 FOR WALL ASSEMBLY

3 A-331

18

3/8"

CONTINUE TO METALROOFING MASONRYMEMBRANE TIES UNDERSIDE OF COPING @16" O.C VERT

4"

LEVEL 2

SEALANT

1/16" = 1'-0"

18

.090 CLEAR 156' - 2" ANOD .ALUMINUM CLOSURE WITH HEMMED EDGE SEAL TO ANGLE

WALL SECTION J SOUTH WALL - @ SOUTH ATRIUM

12

18

APPLIED FIRE TREATED WOOD BLOCKING FIREPROFING SUPPORTED ON COLD FORMED ANGLE OR BOXED STUD FRAMING FIRE TREATED WOOD BLOCKING WINDOW TREATMENT ASSEMBLY

LEVEL 3

WEEP VENTS @ 24" O.C 170' - 2" 2 A-245 SELF - ADHERING STAINLESS STEEL SIM. FOR FLASHING SEAL AT EDGE

CEILING.REF: RCPS

SLOPE

LEVEL 4 184' - 2" .

1 A-245

10'-8"

2 A-335

STEEL BEAM APPLIED FIREPROFING COLD FORMED FRAMING STRAPPING TO SUPPORT EDGE OF GYP. BD., TYP. CONTINUOUS BENT PLATE INSERT BATT INSUL. BETWEEN BEAM AND STEEL GYP. BEAMBD. AND APPLY SPRAY SEAL, TYP.

14'-0"

MINERAL WOOL FIRE SAFING

PREFINISHED ALUMINUM WINDOW

18

HIGH ROOF 198' - 2"

16'-0"

SF-4

1 A-245

HIGH ROOF 198' - 2"

CONTINUOUS BENT PLATE

APPLIED FIREPROOFING

FIRE TREATED WOODASSEMBLY BLOCKING WINDOW TREATMENT SUPPORTED ON COLD FORMED ANGLE OR BOXED STUD FRAMING 5/8" THK GYP BOARD SOFFIT

2 A-245

1.4

X-2

APPLIED FIRE PROFING

3/8"

WALL TYPE 1 SEE A-003 FOR=WALL 1 1/2" 1'-0" ASSEMBLY

8"

14'-0"

5.1

198' - 2"

18

COLD FORMED STRAPPING 4" POLYISO INSULATION METAL OUTRIGGER FIRE TREATED STEEL BEAM WOOD BLOCKING 18 SUPPORTED ON COLD FORMED ANGLE OR BOXED STUD FRAMING

.090 CLEAR ANOD .ALUMINUM CLOSURE WITH HEMMED EDGE SEAL TO ANGLE

PREFINISHED METAL SILL .090 CLEAR ANOD .ALUMINUM CLOSURE WITH HEMMED EDGE SEAL TO ANGLE

6.2HIGH ROOF 5.5

1 A-335

2"

2'-11 3/8"

THERMAL BREAK PAD

6.8

STEEL JOIST

SF-4 BATT INSULATION

WEEP VENTS @ 24" O.C

7.8

X-8

6"

8.8

X-9

APPLIED FIREPROOFING

CLR

9.8

14'-0"

X-10

LEVEL 4 184' - 2"

PERIMETER FIRE CONTAINMENT ASSEMBLY W/ MOKE SEAL

14'-0"

X-11 10.8

STEEL BEAM

3 A-245

18

5" MIN

CONTINUOUS BENT PLATE

7"

1 A-334

ROD & SEALANT

PVC ROOFING MEMBRANE

METAL VERTICAL SLIDE CLIP

X-12

STEEL ANGLE LINTEL

PVC ROOFING MEMBRANE

SLOPE 1/4" /FT

16” O.C VERT.

EXISTING ROOF 183' - 10"

1'-6"

PREFINISHED ALUMINUM SUN SCREEN W/ OUTRIGGER BOLTED TO BUILDING STRUCTURE

2"VAPOR THK BOARD INSULATION RETARDER TURN UP ON PARAPET WALL VAPOR RETARDER SLOPE TURN UP ON PARAPET WALL 1/4" /FT

SELF-ADHERING SHEET AIR BARRIER WALL TYPE 1 SEE A-003 FOR WALL ASSEMBLY

LEVEL 1 140' - 2"

1/16" = 1'-0"

12.9

SEALANT

SELF-ADHERING SHEET AIR BARRIER

5/8” THK EXT.TRADE METALSHEATHING MASONRY TIES @

2 A-332

1 NORTH WALL - SOUTH ATRIUM X-13

VAPOR RETARDER 24GA. COUNTER FLASHING RELIEVER SCREW FASTEN @ 12” O.C 24GA. COUNTER FLASHING RELIEVER SCREW FASTEN @ 12” O.C

14'-0"

METAL VERTICAL SLIDE CLIP

SLOPE 1/4" /FT

COLDFORM FORMMETAL METALFRAMING FRAMINGW/W/ INSULATION COLD INFILL FOR INFILL COPING 2 1/2” INSULATION FOR COPING 2 1/2”

PVCROOFING ROOFINGMEMBRANE MEMBRANEFLASHING FLASHINGON ON5/8” 5/8”THK PVC THK PRESSURE TREATED PLYWOOD PRESSURE TREATED PLYWOOD SHEATHING SHEATHING

WEEP VENTS @ 24" O.C

LEVEL 2 156' - 2"

14'-0"

WALL TYPE 3, SEE A-003 FOR WALL ASSEMBLY

PVC ROOFING MEMBRANE

MIN.

BRICK MASONRY TIE SELF-ADHERING SHEET AIR BARRIER

PVC ROOFING MEMBRANE

3/4" /12

MIN.

SEALANT

PREFINISHED ALUMINUM COPING PREFINISHED ALUMINUM COPING

SEALANT

14'-0"

4"

6"

VAPOR RETARDERPVC ROOFING MEMBRANE FLASHING ON 5/8” THK PRESSURE TREATED PLYWOOD SHEATHING 2" THK. BOARD INSULATION VAPOR RETARDER TURN UP ON PARAPET WALL VAPOR RETARDER SLOPE 1/4" /FT RELIEVER SCREW 24GA. COUNTER FLASHING FASTEN @ 12” O.C

CONTINUE ROOFING MEMBRANE TO UNDERSIDE OF COPING

LEVEL 3 170' - 2"

16'-0"

3'-0"

WALL TYPE 1 SEE A-003 FOR WALL ASSEMBLY

1'-10"

3/4" /12

LEVEL 4 184' - 2"

SF-4 SF-4 PREFINISHED ALUMINUM COPING

PVC ROOFING MEMBRANE FLASHING ON 5/8” COLD FORM METAL FRAMING W/ THK PRESSURE TREATED PLYWOOD INSULATION INFILL FOR COPING 2 1/2” SHEATHING

3/4" /12

1/2" THERMAL ISOLATION PAD

SELF-ADHERING SHEET AIR BARRIER

SF-4 SEALANT

SF-4

8"

SEALANT CONTINUE ROOFING MEMBRANE TO WEEP VENTS @ 24" O.C OF COPING UNDERSIDE

12.9

X-12

SELF - ADHERING FLASHING AT TO UNDERSIDE OF COPING

14'-0"

J

2'-8"

6"

4"

HIGH ROOF 198' - 2"

COLD FORM METAL FRAMING W/ INSULATION INFILL FOR COPING 2 1/2”

MIN.

X-7

X-1

6"

X-6

3/4" /12

6"

4.4 X-4B X-5

X-4

TO TOP OF STUD

3.1

SELF - ADHERING FLASHING AT TO UNDERSIDE OF COPING

X-C

X-B

X-A

CONTINUOUS BENT PLATE

APPLIED FIREPROFING

LEVEL 4 184' - 2" LEVEL 4 EXISTING 184' - 2" ROOF 183' - 10" EXISTING ROOF 183' - 10"

7'-2"

7'-2"

GRAPHIC NUMBER PAINTED WHITE

OPEN

4’-0” W. STAINLESS STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8859 AURA TYPE 316) 77% OPEN AREA

SCHEDULED WALL BASE

1/8" GAP

LEVEL 3 170' - 2"

7'-6"

4" x 4" TUBE STEEL FRAMING PAINTED FINISH

3'-6"

4’-0” W. STAINLESS STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8859 AURA TYPE 316) 77% OPEN AREA

LEVEL 3 170' - 2"

7'-6"

7'-6"

HIGH ROOF 198' - 2"

CEILING

7'-6"

LINEAR WASH LIGHT

LEVEL 3 170' - 2"

17'-4"

PAINT WALL P-1

E41

3'-6"

3'-6"

6'-6"

GRAPHIC NUMBER PAINTED WHITE

1/8" GAP

SUSPENDED CEILING

SUSPENDED CEILING

RAILING

ATRIUM STEEL MESH PANEL OPEN

STOREFRONT DOOR FRAME 6'-6"

17'-3 3/4"

14'-0"

STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8150 AURA TYPE 304) 65% OPEN AREA

4'-0"

LEVEL 1 140' - 2"

1 ELEVATION - SOUTH ATRIUM BRIDGE

6'-6"

3'-6"

4’-0” W. STAINLESS STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8150 AURA TYPE 304) 65% OPEN AREA

TYP

LINEAR WASH LIGHT

7'-6"

LEVEL 2 156' - 2"

4'-0"

4" x 4" TUBE STEEL FRAMING

17'-4"

4’-0” W. STAINLESS STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8150 AURA TYPE 304) 65% OPEN AREA

LEVEL 3 170' - 2"

OPEN

LEVEL 1 140' - 2"

4’ W. FRAMELESS SS STEEL WALL BASE MESH PANEL (McNICHOLS 8150 AURA TYPE 304)65% OPEN SECTION - SOUTH ATRIUM BRIDGE AREA

2

1/4" = 1'-0"

4" x 4" TUBE STEEL FRAMING PAINT

SCHEDULED WALL BASE

12'-0"

2 SKI-013

4" x 4" TUBE STEEL FRAMING

RAILING

OPEN

7'-6"

16'-0"

5

GRAPHIC NUMBER PAINTED WHITE

LEVEL 2 156' - 2"

❖P-1 BASE❖ ❖E12 BASE❖

A-521

4’-0” W. STAINLESS STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8859 AURA TYPE 316) 77% OPEN AREA

OPEN

11'-11"

12'-1 1/4"

LEVEL 4 184' - 2"

5 A-338

4" x 4" TUBE STEEL FRAMING

OPEN

Different mesh types meet various requirements with regard to transparency and robustness.

PAINT GWB P-1

E41

3

A-338

7'-8"

7'-3 3/4"

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

4’-0” W. STAINLESS STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8150 AURA TYPE 304) 65% OPEN AREA

TYP

4" x 4" TUBE STEEL FRAMING

4’ W. FRAMELESS SS STEEL PAINTSTEEL FRAMING MESH PANEL (McNICHOLS 8859 ACCENT COLOR AURA TYPE 316)77% OPEN AREA

LEVEL 2 156' - 2"

4'-0"

6'-6"

14'-0"

6'-6"

OPEN

4" x 4" TUBE STEEL FRAMING PAINT ACCENT COLOR

❖P-1❖ ❖E12❖

SUSPENDED CEILING

6'-6"

A-338

6 A-338

GRAPHIC NUMBER PAINTED WHITE

4’-0” W. STAINLESS STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8150 AURA TYPE 304) 65% OPEN AREA

4’-0” W. STAINLESS STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8150 AURA TYPE 304) 65% OPEN AREA

1

3'-6"

4’-0” W. STAINLESS STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8150 AURA TYPE 304) 65% OPEN AREA

12'-0"

(TYP.)

4’-0” W. STAINLESS STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8859 AURA TYPE 316) 77% OPEN AREA

LEVEL 1 140' - 2"

3 ELEVATION - WEST ATRIUM BRIDGE

1/4" = 1'-0"

4 SECTION - WEST ATRIUM BRIDGE

1/4" = 1'-0"

1/4" = 1'-0"

4" x 4" PAINTED ACCENT COLOR STEEL FRAMING PAINTED STEEL CLIP 1/4" ⌀

PAINTED STEEL CLIP 1/4" ⌀

LEVEL 2 156' - 2" 4" STEEL

4

SUPPORT

FD

3/8"

1"⌀ SS NUT W/ SS 2"⌀ WASHER

HAND RAIL PAINTED STEEL HAND RAIL

4’-0” W. STAINLESS STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8859 AURA TYPE 316) 77% OPEN AREA

2"

2"⌀ x 1/8" THK STEEL WASHER

3'-6"

1"⌀ STEEL NUT

DN

A-338

1 A-338

SUPPORT

LEVEL 1 140' - 2" 2"

4" STEEL

2"

3'-0"

1/8" GAP BETWEEN PANEL

A-338

3

1/4" STEEL INVISIBLE MOUNTING WIRE CONNECTOR

4’-0” W. STAINLESS STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8859 AURA TYPE 316) 77% OPEN AREA

2"

1/8" GAP BETWEEN PANELS

1 1/2" 3"

1"⌀ SS NUT W/ SS 2"⌀ WASHER

2"

1"⌀ STEEL SPACER

1/8" GAP

7"

SCHEDULED FLOORING ACCENT COLOR

1 WELCOME FORUM EAST FACING ELEVATION

LEVEL 2 156' - 2"

2 WEL

1/4" = 1

3/8"

1/4" = 1'-0"

CONC. SLAB

3/6/2023 6:54:47 PM

PAINTED STRUCTURE ACCENT COLOR

1 1/2" = 1'-0"

3 3/4"

4" x 4" STEEL SUPPORT BEHIND PANEL

1/8" GAP BETWEEN PANELS

4’-0” W. STAINLESS STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8150 AURA TYPE 304) 65% OPEN AREA

5 SECTION DETAIL BRIDGE RAILING

The renovations will provide the school with modern classrooms with new technology, more efficient MEP systems, and better accessibility measures. The 130,000 GSF renovated building will house laboratories for STEM departments, classrooms, offices, and study spaces. Additionally, work is being done to renovate several pedestrian bridges that connect Marlboro Hall to two other buildings on campus. Finally, the exterior of the building will be renovated and rebranded.

4’-0” W. STAINLESS STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8150 AURA TYPE 304) 65% OPEN AREA

4"

6 PART ELEVATION BRIDGE RAILING 1 1/2" = 1'-0"

7 ELEVATION DETAIL METAL MESH PANEL 6" = 1'-0"

KEYNOTES

9 BRIDGE - KEY PLAN 1/32" = 1'-0"

X-1

X-2 24'-0"

X-2A

X-3

12'-0"

3.1 X-4 4.4 X-4B X-5

X-3A

12'-0"

12'-0"

6'-5"

6'-11"

9'-7"

X-6

8'-0"

X-7

24'-0"

X-9

X-8

24'-0"

24'-0"

X-11

X-10

24'-0"

24'-0"

X-12

24'-0"

X-13

24'-0"

24'-0"

24'-0"

5'-1"

EXISTING BLADEN HALL

8'-4"

16'-10"

1'-2"

CMU KNOCK OUT FOR FUTURE OPENING

1'-7 5/8"

1'-6 3/8"

130 MEN

102B SECURITY /INFO DESK

DN

ST-E-1 STAIR E

126 STORAGE

OWNER:

Prince George's Community College 301 Largo Rd, Largo, MD 20774

FEC

FIRE EXTINGUISHER CABINET

HC

HYDRATION STATION - REFER PLUMBING FIXTURE SCHEDULE.

DF

ELECTRIC WATER COOLER - REFER PLUMBING FIXTURE SCHEDULE.

A-.3

REF

REFRIGERATOR - REFER FFE PACKAGE.

DW

DISHWASHER - REFER FFE PACKAGE.

A-.5

MW

MICROWAVE - REFER FFE PACKAGE.

3'-9"

X-A

FLOOR BOXES/POKE THROUGH, REF TO ELECTRICAL DWGS MONITOR WALL MOUNTED DISPLAY - REF TO MEP DWGS

X-A2

1'-2"

B100 VEST.

13'-1"

A-.5

ADA OPERATOR - REF TO TYPICAL MOUNTING HEIGHTS

A-1

3'-9"

A-.3

Rev 22 - 100% Construction Documents March 3, 2023

GENERAL PLAN LEGEND:

A-1 X-A2

Renovation & Addition

1. SLAB ELEVATIONS AND FLOOR TO FLOOR HEIGHTS ARE BASED ON EXISTING CONDITIONS SURVEY . INTENT OF DRAWINGS IS FOR SLABS AT NEW AREAS TO ALIGN WITH EXISTING CONSTRUCTION. CONTRACTOR TO VERIFY ALL EXISTING SLAB ELEVATIONS AND NOTIFY ARCHITECT OF ANY VARIANCE. 2. ALL MARKERBOARDS TO BE CENTERED ON WALLS UNLESS NOTED OTHERWISE. REFER TO A-002 FOR ADDITIONAL INFORMATION. 3. REFER TO FURNITURE PLANS (A-800s) FOR FRONT OF CLASSROOM ORIENTATION.

X-14

T: 301.546.6000

X-A

102A VEST.

32'-0"

32'-0"

FD

102C NORTH CORRIDOR 129 WOMEN

127 IDF

128 JAN

X-B

125A STOR

X-B

125E PLASTER MIX

125D MATERIAL STORAGE

125C MICRO-EQUIP. WOODWORKING SHOP

43'-6"

ARCHITECT OF RECORD: KPN Architects, LLC 1800 Washington Boulevard, Suite 414 Baltimore, MD 21230 T: 443.682.7757

15.8 X-16

X-15

4'-6"

40'-0"

40'-0"

X100B OUTDOOR STORAGE

14.2

125 3D-BASIC LAB / ARCHITECTURE MODEL STUDIO

30'-4 3/4"

9'-7 1/4"

CONSULTANTS: STRUCTURAL ENGINEERS: Silman Associates 1053 31st. Street NW Washington, DC 20007 T: 202.333.6230

A-200 124D DUST COLLECTOR

X-C

124F STOR

124E AIR COMPRESSOR

1

X-C

MEP/FP ENGINEERS: Weigand Associates, Inc. 20270 Goldenrod Lane Germantown, Maryland 20876 T: 301.540.9060

124C WOODWORKING

123C KILN

123D CLAY MIX

123B GLAZE ROOM

FD

38'-0"

122 ELEC

120B CATERING PANTRY

120D SIDE GALLERY

X100A OUTDOOR STORAGE

120A CURATOR

X-F

X102 UTILITY II

1 / A-111A

G.7 G.8

110A EMER ELEC

21'-0" 170F PROCTOR

170E WORK STATIONS

143J STORAGE

143K FACULTY OFFICE

SIM. 170A GROUP TESTING ROOM

170C INTAKE ROOM

104B STUDENT SEATING

MATCHLINE

154A MED. CLASSROOM I

155 CORR

155D ELEC

154D MED. CLASSROOM II

18'-0" 7'-6"

SIM.

162 STORAGE

160 EAST ALCOVE

ST-C-1 STAIR C UP

2

100C FORUM OFFICE

100D-A JAN

154 CLASSROOM CORRIDOR

154BA STOR.

155C MDF

A-201

155A JAN

100E SHELL SPACE

EL-1-1 ELEV 1

154C LARGE CLASSROOM II

154B LARGE CLASSROOM I

155BA TRASH & RECYCLE

155B STORAGE

13'-1"

X-G

G.2 G.4 G.5 G.7 G.8

EXISTING CHESAPEAKE HALL

161 MAIN MECH

STATE OF MARYLAND Professional Certificat I certify that the documents were prepared & appr

by Gordon Thomas Ingerson, and I am a licensed Architect under the laws of the State of Maryland.

License # 7313 Expiration Date: 10 /18 /2024

ISSUE JOB

2112

DRAWN

DK

SCALE

As indicated

REVISIONS: 18 1/26/2023

Rev 18 - Exterior Details

155BB FIRE PUMP

MAIN ENTRY

J

X-F

H

100D GALLERY

100A ENTRY VEST

CH-0.1

CH-1

170B LOCKER ROOM

103A EAST VEST.

ENVIRONMENTAL REMEDIATION: Aerosol Monitoring & Analysis 1331 Ashton Road, Suite A Hanover, Maryland 21076 T410.684.3327

X-E3

1 / A-111C 1 / A-111B

170D INTAKE ROOM

151 MEN

150 WOMEN

J

1 / A-111A

0.2

104 EAST CORRIDOR

LANDSCAPE ARCHITECTS: Floura Teeter Landscape Architects, Inc. 800 N. Charles Street, Suite 300 Baltimore, Maryland 21201 T: 410.528.8395

X-E2

170 ACA PLACEMENT TESTING

170H PROFESSIONAL TESTING ROOM

170G PROFESSIONAL TESTING ROOM

E-2-1 ELEV 2

100B WELCOME FORUM I

100 MAIN LOBBY

21'-11"

0.3

143H FACULTY OFFICE

143 FACULTY EAST 143L FACULTY OFFICE

2'-4" 18'-0"

110 MAIN ELEC

5'-0"

H.4 0.7

143G FACULTY OFFICE

DN

103 SOUTH ATRIUM

OPEN TO ABOVE

H H.3

143F FACULTY OFFICE

3 A-382

12'-5"

G.5

153 CLASSROOM

143E FACULTY OFFICE

X-E

7'-6"

GEN (17. ERATO 5X 6.5) R

X-Q

G.4

152C CONSULT

143D FACULTY OFFICE

175 BREAKROOM

11'-11"

1/4" 42'-1 1

X103 UTILITY I

152B CONSULT

143M FACULTY OFFICE

ST-A-1 STAIR A

7'-6"

G.2 SW IT (5.5 CH X 10 )

141G TUTORING II

143C FACULTY OFFICE

XD.5 174 MONITORING

UP

12'-5"

X-G

141F TUTORING III

143B IDF

173B DSS TESTING

173A OFFICE

173 DIRECTOR OFFICE

7'-6"

X101 GENERATOR YARD

140H MAIL/COPY ROOM

152 WELCOME FORUM II

11'-11"

G.3.5

141B TUTORING II

141 COMMONS I

141A TUTORING III

152A CONSULT

OPEN TO ABOVE

1 / A-111D

140F MAIL/COPY ROOM

141E ADJ-FACULTY OFFICE

143A STAFF TOILET

172 SUPERVISOR OFFICE

171 SUPERVISOR OFFICE

40'-0"

1 AS-100

142E FACULTY OFFICE

121 GALLERY STORAGE

120 ART GALLERY

30'-0"

G.3

T-1 (9'X 9')

142 FACULTY WEST

142D FACULTY OFFICE

120C GALLERY TOOLS

120E GALLERY VEST.

141C TUTORING I

104A QUAD VEST

CIVIL | GEOTECH ENGINEERS: Triad Engineering, Inc. 1075 Sherman Avenue # D Hagerstown, Maryland 21740 T: 301.797.6400

1 / A-111B

49'-0 1/2"

T-2 (9 'x9')

2

140P STAFF TOILET

140G ADMIN. WORKROOM

141D STORAGE

142F FACULTY OFFICE

142C FACULTY OFFICE

18

140Q ADMIN

E-3-2 ELEV

142B ELEC

140JD EXEC. VP /PROVOST OFFICE

140J VP WAITING

140 FACULTY CORRIDOR

142A FACULTY OFFICE

123A SPRAY BOOTH

140JC EXEC. VP OFFICE

X-D

11'-0"

123 CERAMIC STUDIO 101 WEST ATRIUM

A-200

140JA AVP OFFICE

ST-D-1 STAIR D

UP

X-E

F.1

140E PANTRY / BREAK

140JB AVP ASTNT OFFICE

22'-0"

140B CHAIR OFFICE

140D FACULTY OFFICE

6'-4"

32'-0"

X100 OUTDOOR ART YARD

140C FACULTY OFFICE

8'-6 1/8"

124A CERAMICS SHELL

124B WELDING

1'-1 7/8"

X-D

EXISTING LANHAM HALL

15'-8 1/8"

1 / A-111D

14'-3 7/8"

1 / A-111E

1 / A-111D

SMOKE ANALYSIS: Koffel Associates, Inc 8815 Centre Park Drive, Suite 200 Columbia, Maryland 21045 T: 410.750.2246

2'-4"

1 / A-111E

1 / A-111C

32'-0"

EXISTING CENTER FOR PERFORMING ARTS

1 / A-111D

124 SCULPTURE STUDIO

SIM.

1 A-201

10:34:53 AM

6'-6"

X-1

17'-6"

1.4

13'-8"

X-2

10'-4"

2.4

3'-11"

X-3

20'-1"

3.2

9'-9"

X-4

14'-7"

4.1

13'-10"

5.1

13'-10"

5.5

18'-2"

6.2

9'-10"

6.8

28'-0"

7.8

28'-0"

8.8 N

28'-0"

9.8

28'-0"

10.8

23'-8"

X-12

LEVEL 1 OVERALL FLOOR PLAN

24'-4"

12.9

X-14

Marlboro Hall will be designed to support and house the below programs, spaces, and occupants as shown:

ATRIUM 3D RENDERING

Table E.1-1: Floor Programming

1st Floor

      

2nd Floor

    

3rd Floor

  

 4th Floor

 

Visual Arts Instruction (Classrooms/Labs) Marlboro Hall Art Gallery Art & Philosophy (Offices) Veterans Services, PGCC Cares, Counseling Services (Offices and Supporting Spaces) Weekend Office Study Lounge and Study Space English/History/Political Science/Geography/Anthropology Instruction (Classrooms/Labs) Learning Foundations Learning Center & Labs Individual Study/Group Study Rooms Conference Rooms Non-assignable Lounge/Study Space Mathematics, Teacher Education, Psychological/Sociological Instruction (Classrooms/Labs) Mathematics Learning Center Individual Study/Group Study Rooms Non-assignable Lounge/Study Space Mathematics, Learning Foundations, Liberal Arts (excluding Art and Philosophy), and Social Sciences and Business (Offices) Faculty Lounge/Professional Development Training Room Conference Room

Marlboro Hall Renovation and Addition Part I and II Program

Page 122

CONSTRUCTION BUILDING UNDER CONSTRUCTION

Renovate 77,672 NASF of space in Marlboro Hall and add an additional 72,719 NASF of space. The proposed solution will replace deteriorated building infrastructure components, correct extensive ADA issues, modernize finishes and equipment, and provide for expanded academic instruction in divisions such as Learning Foundations, Liberal Arts, Social Sciences and Business and STEM. Transforming the outdated and undersized Marlboro Hall building to a modern instructional classroom and lab building will create a synergy for students and faculty currently missing in the current building.

BUILDING UNDER CONSTRUCTION

KPN was Architect of Record and Prime Consultant for the project. Our scope included researching the existing building and campus infrastructure, field research, code analysis, and production of demolition and phasing plans and specifications. KPN conducted extensive document reviews and interviews of College personnel to ensure that the demolition documents were based on the best possible information. Laser scanning was conducted to produce a point cloud model of the existing building, including MEP services, and a utility locator was contracted to locate utilities for which there was insufficient documentation. A complete team of consultants was utilized to investigate the existing conditions and produce the demolition documentation, including in addition to the above an envelope consultant, a hazmat consultant, civil engineer, structural engineer, MEP engineer, and geotechnical consultant.

CONSTRUCTION SITE PICTURE

EXISTING BUILDING

PICTURE OF BEAM SIGNING CEREMONY

04

RASH FIELD REDEVELOPMENT

Studio Architect l Associate Brief Description of Project Size : 7.5 Acres Design Start : 2017 Constructions Start : 2021( est.)

Setting : Religious

The redevelopment of Rash Field, located adjacent to Baltimore’s Inner Harbor,is expected to draw more visitors to the area and generate revenue for the city. The rejuvenated park will enhance recreation options for users, create a gateway to the waterfront promenade from the surrounding neighborhood, and contribute to the broader vision for the Inner Harbor.

KPN is the Architect of Record working with a site designer, Mahan Rykiel Associates, for the overall park.

KPN’s responsibility includes the architectural work associated with the park improvements, incorporating a retail pavilion and public facilities inserted into the landscape with a green roof wrapping over the top of the structure.

Responsibility Responsible for architectural documentation, Revit modeling and coordination with consultants, and complete CA services.

KPN ARCHITECTS, llc 2017 - Present

0

2020-2300 2020-2300

1

2

3

4

5

6

7

8

9

10

11

12

13

1

2

3

4

5

6

7

8

9

10

11

12

13

LINE TYPE

Rash Field

CONSTRUCTION DOCUMENTS A

= DIVISION BETWEEN CALCULATED OCCUPANT LOAD AREAS

A

Based on the approved Design Development documents, I assisted the project manager in preparing Construction Documents consisting of drawings and specifications that described the scope of construction work. These documents were suitable for filing with the Building Department and for use in construction by a qualified General Contractor.

EXITING SYMBOLS

B B

= EXIT TO EXTERIOR (E) = Existing Construction 

(E)

$ $

 

%(/2:  %(/2:

(E)

(E)

(E)

(E)

= EXIT FROM STORY  (E) = Existing Construction





C C

5 A6.02 5 A6.02



$



$

= EXIT FROM A SPACE (E) = Existing Construction

 









$ $







Baltimore, Maryland

0



LIFE SAFETY TAG

D D









USE GROUP



USE GROUP OF SPACE 

000 SF

AREA OF SPACE

300 GSF E E

0

2020-2300

1

2

3

 

NORTHEAST 1257+($67 $;21 AXON

SF PER OCCUPANT

Owner

WATERFRONT PARTNERSHIP of BALTIMORE 650 S. EXETER STREET, SUITE 200 BALTIMORE, MD 21202 t. 443.743.3308

EGRESS COMPONENT CAPACITY SYMBOLS

1257+($67 $;21

6&$/(

6&$/(

4 F F

Landscape Architect

NUMBER OF OCCUPANTS EXITING 7

145 29" 33"

CALCULATED EXIT 6 WIDTH REQUIRED (IN.)

5

MAHAN RYKIEL ASSOCIATES

8

3300 CLIPPER MILL ROAD, SUITE9 200 BALTIMORE, MD 21211 t. 410.235.6001

EXIT WIDTH PROVIDED (IN.)

Architect (Design)

GENSLER

$ $

STAIR #1 145 43.5" 48"

CALCULATED EXIT WIDTH REQUIRED (IN.)

G G

2020-2300

1

2

3

H

4

5

 

1 EAST PRATT STREET, SUITE 202 BALTIMORE, MD 21202 t. 410.539.8776 Architect (of Record)

KPN ARCHITECTS

EXIT WIDTH PROVIDED (IN.)

0

6

H

STAIR NAME OR DESCRIPTION NUMBER OF OCCUPANTS EXITING

ASSEMBLY OCCUPANCY SYMBOLS

0A

10

1800 WASHINGTON BOULEVARD, SUITE 441 BALTIMORE, MD 21230 t. 443.682.7758

7 OCCUPANT LOAD OF SPACE

Civil Engineer

8

RK&K

9

10

700 EAST PRATT STREET, SUITE 500 BALTIMORE, MD 21202 t. 800.787.3755 M.E.P.

C.C. JOHNSON & MALHOTRA, P.C. (CCJM)



&U?V8?+VH3/DS UV?+3/DS RS?'RFXPHQWV FWXUHBBFHQ WDFKHGBFPDND WUDOBBGH WRS?'WRFXPHQWV LHOG )$LUHFOGKL$ ?5DVK?5)DVK WHUFFWKXLUWHBBFHQ WDFKHGBFPDND WUDOBBGH  3  U\UYWU\UYW - X O- XO 0 30 &?8VH

%(/2:  

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B A 40 8.8" 36" EXIT

ELEC. ROOM 300 GSF

46' -

C B

1

50 GSF

50 GSF

261 SF

5 72

72

69 SF

1

6 1.3" 34"

J



FLOOR PLAN

$



$

Structural Engineer (Shade Feature)

SIMPSON GUMPERTZ & HEGER

 







135 SOUTH LaSALLE STREET, SUITE 3800 CHICAGO, IL 60603 t: 312.754.7500 Structural Engineer (Site + Pavilion)

SOUTHEAST AXON 0

$;21  6287+($67  6287+($67 $;21

ALBRECHT ENGINEERING, INC.

1

2

3

4

0

1

2

3

4

6&$/(

2 ________ ________ A3.01

80OL

7 1.5" 34"

1

Skate Park Design

GRINDLINE SKATEPARKS, INC. 8

9

8

9

4619 14th AVENUE SW SEATTLE, WA1 0 98106

1/13/2021 PAGE: 32 oft: 206.932.6414 151.

1/13/2021 PAGE: 32 ofPlaygrounds 151.

10

11

12

13

11

12

13

NATURAL LEARNING INITIATIVE

AREA B: 13 TOTAL OCCUPANTS NONSEPARATED MIXED USE, USE GROUPS A-5, S-1 (ACCESSORY) 682 TOTAL GSF

2

2230 STINSON DR. RALEIGH, NC 27607 t: 919.515.8345

3 ________ ________ A3.01

WOMEN PUBLIC TOILET 241 GSF/50 GSF PER OCC. = 5 OCCUPANTS A JAN. 68 GSF/300 GSF PER OCC. = 1 OCCUPANT

40 E D 8.8" 36"

Signage

1

YOUNTS DESIGN, INC.

3600 CLIPPER MILL ROAD, SUITE 410 BALTIMORE, MD 21211 t: 443.825.4100

SEAL

ELEC. ROOM 113GSF/300 GSF PER OCC. = 1 OCCUPANT

1" REVEAL 1" REVEAL

WOMEN ________ ________ 2 A4.03

72 74

MEN

B.O.H PANTRY (FUTURE) RECESSED FIRE EXTINGUISHER CABINET. REFER

CAFE

ATO LS0.02 DRAWING FOR LOCATION. SEMI-RECESSED FIRE EXTINGUISHER CABINET. REFER TO LS0.02 DRAWING FOR LOCATION.

ADATE

ISSUED FOR

1 F E

3500 BOSTON STREET, SUITE 329, MS-12 BALTIMORE, MD 21224 t: 410.522.5870

MEN PUBLIC TOILET 260 GSF/50 GSF PER OCC. = 6 OCCUPANTS

D C

2

2

CAFE 1,197 NSF/15 NSF PER OCC. = 80 OCCUPANTS

15 GSF NSF

3 ________ ________ A3.01

AREA A: 80 TOTAL OCCUPANTS NONSEPARATED MIXED USE, USE GROUPS A-2 5 6 7 1,197 5TOTAL GSF 6 7

6&$/(

FUTURE MECH. ROOM 103

6

EGRESS LOAD AND CALCULATIONS

A.1

1,197 SF

80

2 ________ ________ A3.01

K

EXIT

3

302 FIFTH AVENUE, 12th FLOOR NEW YORK, NY 10001 t: 212.924.4050



6 A6.02 6 A6.02

J

A

300 GSF

BRANDSTON PARTNERSHIP, INC.





74

JAN.

Lighting Design

 

B

CAFE

FUTURE B.O.H PANTRY 102

MEN

10"

1OL

244 SF



I

K

113 SF

WOMEN

400 EAST PRATT STREET, SUITE 604, BALTIMORE, MD 21202 t. 410.461.9920

%(/2:

1" REVEAL

1" REVEAL

BUILDING SECTION ________ ________ 2 A4.03

WOMEN

MEN

B.O.H PANTRY (FUTURE)

CAFE

A

BLDG. PERMIT SUBMISSION

11/01/2019

BLDG. PERMIT RE-SUBMIT

11/06/2020

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2020-2300

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SHEET NOTES 1

Rash Field

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STAINLESS STEEL FRAMED WIRE NET RAILING SYSTEM. RAILING POST SECURED TO CONCRETE SLAB

C EARTH COVER - SEE LANDSCAPE & CIVIL DRAWINGS

STAINLESS STEEL FRAMED WIRE NET RAILING SYSTEM. RAILING POST SECURED TO CONCRETE SLAB

________ ________ 1 A6.03

1" DRAINAGE PANEL ON 7" RIGID INSUL. OVER 3/8" DRAINAGE PANEL ROOT BARRIER PROTECTION BOARD, AND FLUID WATER PROOFING SYSTEM

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GENERAL NOTES ________ ________ 1 A6.02

4"

________ ________ 1 A6.03

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WATERFRONT PARTNERSHIP of BALTIMORE 650 S. EXETER STREET, SUITE 200 BALTIMORE, MD 21 202 t. 443.743.3308

B. ALL DIMENSIONS AND FIELD CONDITIONS SHALL BE VERIFIED, ANY DISCREPANCIES IN DIMENSIONS, CONDITIONS, OR DOCUMENTS SHALL BE BROUGHT IMMEDIATELY TO THE ARCHITECT'S ATTENTION.

SEE LANDSCAPE & CIVIL FOR EARTH OVER WP SYSTEM

1" x 1" CONTINUOUS REVEAL

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D. PHOTO DOCUMENT THE SITE BEFORE COMMENCING WORK.

________ ________ 3 A6.21

6 COATS SYNAVAX ENERGY PROTECT ON CONCRETE SOFFIT AND CURB

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OVERLOOK SLAB FOLD LINE T/SLAB 22' - 1 1/2"

OVERLOOK SLAB FOLD LINE T/SLAB 22' - 1 1/2"

CURTAIN WALL BEYOND (SLAB SLOPES UP)

SEALANT

CEILING MOUNTED LIGHT FIXTURE

Civil Engineer

M.E.P.

J. CONTRACTOR SHALL PROVIDE MATERIAL SAFETY DATA SHEET SPECIFICATIONS TO COMPLY WITH OSHA AS PART OF THE SUBMITTAL PROCESS.

ALUMINUM INSULATED CURTAINWALL SYSTEM BEYOND

2" x 4" VERT. STL. TUBE @ EA. VERT. MULLION

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8

THERMOSTAT WITH GUARD - REFER MECHANICAL

CW3

9

¾ SPACE BETWEEN BACK OF MULLION & STEEL TUBE

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SCHEDULED BASE

11

1/2" JT. FILLER & SEALANT

4" PERF. DRAIN WRAPPED WITH/ GEOTEXTILE FABRIC

CONCRETE PAVEMENT & GRADED STONE BASE SEE LANDSCAPE & CIVIL DRAWINGS

1/2"

3"

CONCRETE FOOTING - SEE STRUCTURAL DRAWINGS

8"

WATERSTOP- REFER STRUCTURAL

J

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WATERSTOP- REFER STRUCTURAL

2"

CURTAIN WALL SECTION

WALL OF WOMEN RR SECTION

2230 STINSON DR. RALEIGH, NC 27607 t: 91 9.51 5.8345

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A

SEAL

CURVED CONCRETE SURFACE. REF STRUCTURAL DWGS. STAINLESS STEEL GUARD RAIL WITH STAINLESS STEEL NET INFILL. Q. REFER TO LIGHTING DESIGN DWGS FOR ALL LIGHTING FIXTURES. 24 CONCRETE ROOF SLAB WITH HOT RUBBERIZED R. ALL CEILINGS CONSIST OF THE EXPOSED BOTTOM ASPHALT WATERPROOFING AND DRAINAGE, BD. SURFACE OF THE CONCRETE SLAB. ISSUED FOR DATE INSULATION EXTERIOR SIDE OF SLAB. REFER S. SURFACE-MOUNT CYLINDER LIGHT FIXTURES IN %/'* 3(50,7 68%0,66,21 ON   /1 /20  RESTROOMS. %/'* 3(50,7 5(68%0,7 $ TO LANDSCAPE  //20 DRAWINGS FOR SITE PAVING, PLANTING AREAS, AND SITE FURNISHINGS. 37 SLAB EDGE TO BE EXPOSED CIP CONCRETE 75 LOCATION OF JUNCTION BOX FOR FUTURE 4" X 4" STAINLESS STEEL BOLLARD WITH MOUNTED DOOR OPERATOR BUTTON 76 WALL-MOUNTED PHOTOCELL - REFER ELECTRICAL DWGS KEY PLAN 77 WALL-MOUNTED EMERGENCY LIGHT FIXTURE PROJECT NO. SCALE : REFER ELECTRICAL 1 5076 As Noted 78 DRAWN WALL HYDRANT - REFER PLUMBING BY : REVIEWED BY : P. PORTIONS OF FORMED ARCHITECTURAL CONCRETE WALLS THAT ARE VISIBLE TO PUBLIC OR INTERIOR SPACES SHALL ADHERE TO ACI STANDARD 347.3R-13 LEVEL CSC3 FOR FORMED CONCRETE SURFACES.

VISIT THE PROJECT SITE 17

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WALL SECTIONS

SCALE: 3/4" = 1'-0"

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1/13/2021 PAGE: 42 of 151.

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Owner

WATERFRONT PARTNERSHIP of BALTIMORE 650 S. EXETER STREET, SUITE 200 BALTIMORE, MD 21 202 t. 443.743.3308

I ________ ________ 2 A6.03

Landscape Architect

MAHAN RYKIEL ASSOCIATES

________ ________ 3 A6.03

CW1

REVEAL

D3A

101E

101D

09

VATION NORTH ELEVATION

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101C

101A

75

1 EAST PRATT STREET, SUITE 202 BALTIMORE, MD 21 202 t. 41 0.539.8776

GRADE BEYOND

J

OVERLOOK SLAB FOLD LINE 22' - 1 1/2"

Architect (of Record)

GENERAL NOTES

01

REVEAL REVEAL WITH ALL A. ALL WORK TO BE DONE IN ACCORDANCE LATEST APPLICABLE LOCAL, STATE,AND FEDERAL AUTHORITIES, RULES AND REGULATIONS. FIELD LEVEL 11' - 1" 09

K

B. ALL DIMENSIONS AND FIELD CONDITIONS SHALL BE VERIFIED, ANY DISCREPANCIES IN DIMENSIONS, 5' - BROUGHT 6 1/2" CONDITIONS, OR09 DOCUMENTS 78 SHALL BE IMMEDIATELY TO THE ARCHITECT'S ATTENTION. 09 C. ANY UNFORESEEN OR UNCLEAR CONDITIONS TO BE REPORTED TO ARCHITECT'S ATTENTION PRIOR TO PROCEEDING WITH WORK.

1 800 WASHINGTON BOULEVARD, SUITE 441 76 BALTIMORE, MD 21 230 t. 443.682.7758 REVEAL Civil Engineer

RK&K77

700 EAST PRATT STREET, SUITE 500 BALTIMORE, MD 21 202 t. 800.787.3755 M.E.P. 400 EAST PRATT STREET, SUITE 604, BALTIMORE, MD 21 202 t. 41 0.461 .9920

LOUVERS - SEE MEP DRAWINGS Lighting Design

BRANDSTON PARTNERSHIP, INC. 302 FIFTH AVENUE, 1 2th FLOOR NEW YORK, NY 1 0001 t: 21 2.924.4050

E. REFER TO MEP DRAWINGS FOR EXACT QUANTITY AND LOCATION OF MEP EQUIPMENT.

SIMPSON GUMPERTZ & HEGER

F. SEAL PIPES AND DUCT INTAKES AS REQUIRED TO

Structural Engineer (Shade Feature) 1 35 SOUTH LaSALLE STREET, SUITE 3800 CHICAGO, IL 60603 t: 31 2.754.7500

A

REVEAL

37 101B

5' - 4"

C.C. JOHNSON 34' - 4" & MALHOTRA, P.C. (CCJM)

D. PHOTO DOCUMENT THE SITE BEFORE COMMENCING WORK.

EAST ELEVATION

02

KPN ARCHITECTS 11' - 8"

01

GENSLER

ABOVE FIELD LEVEL

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Architect (Design)

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A GRADE BEYOND

8' - 8"

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24

3300 CLIPPER MILL ROAD, SUITE 200 BALTIMORE, MD 21 21 1 t. 41A0.235.6001

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C:\Users\rlau\Documents\Rash Field Architecture_200930_central_cmakary.rvt

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SCALE: 3/4" = 1'-0"

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A4.02

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3600 CLIPPER MILL ROAD, SUITE 41 0 BALTIMORE, MD 21 21 1 t: 443.825.41 00

AB, EA, CM, OC

WALL OFF WOMEN RR SECTION

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

Signage

YOUNTS DESIGN, INC.

Attend project coordination meetings, visit the project site at biweekly intervals when work relevant to our scope is underway as appropriate to monitor the progress of the work and determine whether the work is in accordance with the Construction Documents. contribute to the broader vision for the Inner Harbor.

GRADED STONE DRAINAGE MATERIAL 4" PERF. DRAIN WRAPPED WITH/ GEOTEXTILE FABRIC

2' - 0"

G BACK FACE OF CURTAIN WALL

CONCRETE FOOTING SEE STRUCTURAL DRAWINGS

2' - 6" MIN.

________ ________ 4 A6.21

3 RIGID INSULATION AND DAMPPROOFING

SEE STRUCTURAL DRAWINGS

5" 4" DRAINAGE FILL AND 8" CRUSHED STONE BACKFILL

A

01 NORTH ELEVATION

Playgrounds

NATURAL LEARNING INITIATIVE

09

FIELD LEVEL T/SLAB 11' - 1"

1 2"

A

DAMPPROOFING

11/5/2020 7:24:25 PM

C:\Users\rlau\Documents\Rash Field Architecture_200930_central_cmakary.rvt

VAPOR RETARDER

SEE STRUCTURAL DRAWINGS

2' - 6" MIN.

CONCRETE SLAB ON GRADE

4"

1/2" 6" 1 2"

I

REFER FINISH PLAN FOR SCHEDULED FLOOR FINISH

FIELD LEVEL T/SLAB 11' - 1"

A

O. REFER TO SHEET A1.30 FINISH MATERIALS FOR MATERIAL CODES AND BASIS OF DESIGN INFORMATION.

VAPOR RETARDER

PAVEMENT & BASE SEE LANDSCAPE & CIVIL DRAWINGS

REFER FINISH PLAN FOR SCHEDULED FLOOR FINISH

Skate Park Design 461 9 1 4th AVENUE SW SEATTLE, WA 981 06 t: 206.932.641 4

N. NO WORK IS TO COMMENCE UNTIL ALL SUBMITTALS ARE APPROVED.

GRADED STONE DRAINAGE MATERIAL

4" DRAINAGE FILL AND 8" CRUSHED STONE BACKFILL

101C

SHEET NOTES

TOP OF CURB

CONCRETE SLAB ON GRADE

3" RIGID INSULATION

101D

09

GRINDLINE SKATEPARKS, INC.

M. CONTRACTOR IS RESPONSIBLE FOR KEEPING BUILDING WATERTIGHT AS REQUIRED FOR SUBSEQUENT INTERIOR CONSTRUCTION. PROVIDE SEALANT AT ALL FIXTURES AND CHANGES IN MATERIAL. SEAL ALL GAPS BEFORE PAINTING.

SEALANT

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A

101E

D3A

Structural Engineer (Shade Feature)

SIMPSON GUMPERTZ & HEGER 1 35 SOUTH LaSALLE STREET, SUITE 3800 CHICAGO, IL 60603 t: 31 2.754.7500 Structural Engineer (Site + Pavilion)

14

A

STAINLESS STEEL FLASHING

3" x 5" EXTRUDED ALUM. HEATER ENCLOSURE FINISHED TO MATCH CURTAINWALL (BY FUTURE TENANT)

SEALANT

H

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12

Lighting Design 302 FIFTH AVENUE, 1 2th FLOOR NEW YORK, NY 1 0001 t: 21 2.924.4050

ALBRECHT ENGINEERING, INC.

L. ALL FLASHING OR COUNTER FLASHING DETAILS NOT SHOWN IN THE CONSTRUCTION DRAWINGS , ESPECIALLY TERMINATIONS AND CORNERS , SHALL BE CONFIRMED WITH ACCURATE AND COMPLETE SHOP DRAWINGS SHOWING MATERIALS, PROFILES, DIMENSIONS, FASTENERS AND FASTENING METHODS, AND SEALANTS. ALL SUCH DETAILS SHALL BE INSTALLED IN ACCORDANCE WITH WATERPROOFING MANUFACTURERS PUBLISHED DETAILS AND SPECIFICATIONS AND SHALL BE INSPECTED AND APPROVED BY MANUFACTURER REPRESENTATIVE.

ALUMINIUM CURTAIN WALL SYSTEM

5/8 GYP. BD. ON 3" RIGID INSULATION & Z FURRING

G

400 EAST PRATT STREET, SUITE 604, BALTIMORE, MD 21 202 t. 41 0.461 .9920

3500 BOSTON STREET, SUITE 329, MS-1 2 BALTIMORE, MD 21 224 t: 41 0.522.5870

K. ALL WATERPROOFING WORK SHALL COMPLY WITH WARRANTY REQUIREMENTS OF WATERPROOFING SYSTEM MANUFACTURER.

CONCRETE COLUMN BEYOND

CONCRETE WALL

CW1

REVEAL

C.C. JOHNSON & MALHOTRA, P.C. (CCJM)

H. PROVIDE SEALANT AT ALL LOCATIONS TO PREVENT AIR AND MOISTURE PENETRATION, AND AS REQUIRED BY WATERPROOFING MANUFACTURER.

BRANDSTON PARTNERSHIP, INC.

CAFE WOMEN

GRADE BEYOND

700 EAST PRATT STREET, SUITE 500 BALTIMORE, MD 21 202 t. 800.787.3755

I. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED BY ALL AGENCIES AND AUTHORITIES HAVING JURISDICTION FOR THE WORK INCLUDING IN THIS CONTRACT.PERMIT SHALL BE CONSPICUOUSLY POSTED AT JOB SITE. THE CONTRACTOR IS SPECIFICALLY RESPONSIBLE FOR ALL MEANS AND METHODS OF JOB SITE SAFETY.

E F

01

RK&K

G. MAINTAIN EXIT ACCESS AT ALL TIMES IN CONSTRUCTION AND NON-CONSTRUCTION AREAS.PROVIDE WARNING AND BARRIER DEVICES AS REQUIRED FOR PUBLIC SAFETY.

A

CURTAINWALL CLIPS TO EITHER SIDE OF STEEL TUBE

1 REVEAL, CONTINUOUS

A

1 EAST PRATT STREET, SUITE 202 BALTIMORE, MD 21 202 t. 41 0.539.8776

1 800 WASHINGTON BOULEVARD, SUITE 441 BALTIMORE, MD 21 230 t. 443.682.7758

F. SEAL PIPES AND DUCT INTAKES AS REQUIRED TO AVOID SYSTEM CONTAMINATION FROM CONSTRUCTION DUST.

CEILING BEYOND (EXPOSED CONCRETE)

A

Architect (Design)

GENSLER

KPN ARCHITECTS

E. REFER TO MEP DRAWINGS FOR EXACT QUANTITY AND LOCATION OF MEP EQUIPMENT.

1" x 1" CONTINUOUS REVEAL

12" CONCRETE SLAB

3300 CLIPPER MILL ROAD, SUITE 200 BALTIMORE, MD 21 21 1 t. 41 0.235.6001

Architect (of Record)

12" CONCRETE SLAB A

Landscape Architect

MAHAN RYKIEL ASSOCIATES

C. ANY UNFORESEEN OR UNCLEAR CONDITIONS TO BE REPORTED TO ARCHITECT'S ATTENTION PRIOR TO PROCEEDING WITH WORK.

6 COATS SYNAVAX ENERGY PROTECT ON CONCRETE SOFFIT AND CURB

________ ________ 1 A6.02

D

37

Owner

A. ALL WORK TO BE DONE IN ACCORDANCE WITH ALL LATEST APPLICABLE LOCAL, STATE,AND FEDERAL AUTHORITIES, RULES AND REGULATIONS.

1' - 9"

3' - 6"

C

Baltimore, Maryland

FACE OF CURTAIN WALL

1" DRAINAGE PANEL OVER 7" RIGID INSUL. ON 3/8" DRAINAGE PANEL OVER ROOT BARRIER PROTECTION BOARD, AND FLUID WATER PROOFING SYSTEM

Rash Field

B

1 ________ ________ A3.01

Baltimore, Maryland

A

CW2

09

CITY VIEW

FROM FEDERAL HILL PAKR TO RASH FIELD Rash Field, located along the waterfront promenade, has the potential to become the vibrant heart of the Inner Harbor, drawing families and visitors from both the city and the wider region to enjoy a welcoming and engaging environment.

selected works 2009-2023

COMPLETION OF PROJECT Rash Field opened to the public in November 2021 and saw a remarkable increase in visitation, with an average of 1500 visitors per day. Surveys indicate that visitors are coming not only from the local area but also from the wider region who discover the park during their travels.

Studio Architect l Associate C

KPN ARCHITECTS, llc 2017 - Present

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NEW SYNAGOGUE COMPLEX

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B

C

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KPN ARCHITECTS

1800 Washington Blvd., Suite 414 Baltimore, MD 21230 443.682.7758 DESIGN ARCHITECT:

Vertical Architecture Enterprises

2

2

309 Edgevale Road Baltimore, MD 21210 443.571.4435

PERMIT SET

Carroll Engineering

215 Schilling Circle, Suite 102 Hunt Valley, MD 21031 410.785.7423 MEP, FIRE PROTECTION, & ENERGY ENGINEER:

SRBR Engineering

757 Frederick Road, Suite 300 Catonsville, MD 21228 410.869.7282 CIVIL, SITE, UTILITY ENGINEER:

Matis Warfield

3

954 Ridgebrook Road, Suite 120 Sparks, MD 21152 410.683.7004

3

3

FOOD SERVICE:

Savoy/Brown Consultants 8610 Washington Blvd., Suite 200 Jessup, MD 20794 410.792.8447

TECHNOLOGY, ACOUSTICAL, SECURITY

SM&W Washington DC

220 North Fillmore Street, Suite 360 Arlington, VA 22201 703.243.6301

4

4

5

5

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6

Responsibility 5

As a part of the team, my primary responsibility was to develop design ideas, generate diagrams, digital models, sketches, and produce design development, construction documents, models, construction details, and drawings.

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PERMIT SET

4

C

PERMIT SE

STRUCTURAL ENGINEER:

This project involves the construction of a new synagogue complex for a growing Jewish community. The new synagogue will feature a sanctuary, beth midrash, classrooms, a kitchen, and an ambulance garage. In addition, the new facility will feature a courtyard, a 400-seat sanctuary, and a social hall.

6B

G

7504 SEVEN MILE LAN PIKESVILLE, MARYLAND

ARCHITECT:

2

1

ARCHITECT:

KPN ARCHITECTS

1800 Washington Blvd., Suite 414 Baltimore, MD 21230 443.682.7758

DESIGN ARCHITECT:

Vertical Architecture Enterprises

CLIENT

309 Edgevale Road Baltimore, MD 21210 443.571.4435

STRUCTURAL ENGINEER:

Carroll Engineering

CAM

CAM

215 Schilling Circle, Suite 102 Hunt Valley, MD 21031 410.785.7423

Suburban Orthodox Congregation 7 7504 Seven Mile Lane, Pikesville, MD 21208 410.486.6114

MEP, FIRE PROTECTION, & ENERGY ENGINEER:

SRBR Engineering

7

757 Frederick Road, Suite 300 Catonsville, MD 21228 410.869.7282

CIVIL, SITE, UTILITY ENGINEER:

Matis Warfield

CAM

3

954 Ridgebrook Road, Suite 120 Sparks, MD 21152 410.683.7004

FOOD SERVICE:

Savoy/Brown Consultants

TECHNOLOGY & ACOUSTICAL

F

F

8610 Washington Blvd., Suite 200 Jessup, MD 20794 410.792.8447

SM&W Washington DC

SOC 200727 CD_central_detached.rvt

CAM

F

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4

CAM

201B

6

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect under the laws of the State of Maryland,

License No.: _________ Exp. Date: _________

8 David S. Brown Enterprises, Ltd. 100 Painters Mill Road, Ownings Mills, MD 21117 410.363.3434

PRICING SET

5

CAM

CAM

NEW SYNAGOGUE COMPLEX

8

SEAL:

DEVELOPER & BUILDER

Suburban Orthodox Congregation Toras Chaim

CAM

SOC 200727 CD_central_detached.rvt

220 North Fillmore Street, Sutie 360 Arlington, VA 22201 703.243.6301

7

No. Date

8

VICINITY PLAN 0

5'

C

25'

1/8" = 1'-0"

0

1'

SEAL:

LOCATION MAP

N

D

12' 1/4" = 1'-0"

E

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect under the laws of the State of Maryland,

F

License No.: _________ Exp. Date: _________

08

1'

No. Date 1

Revisions/Submissions

2.26.2020

50% CD SET

2

5.22.2020

100% CD SET

3

7.14.2020

PRICING SET

4

10.14.2021 PERMIT SET

Date: Scale:

OCTOBER 14, 2020 1" = 20'-0"

8'

3/8" = 1'-0" DUCED PRINT

50' 1/16" = 1'-0"

B

10/10/2021 3:51:55 PM

7

5'

50% CONSTRUCTION DOCUMENTS PRICING SET

3

10.14.2021

PERMIT SET

COVER SHEET

9

0

4.10.2020 7.28.2020

Date: OCTOBER 14, 2021 Scale: 3/32" = 1'-0" Drawn/Check By: Author

CAM

A

Revisions/Submissions

1 2

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0 1' 4' LOCATION MAP 3/4" = 1'-0"

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0

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9

NOTE: REF. SHEET G-003 FOR ALTERNATES.

N

1'

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3' 1" = 1'-0"

0

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5'

1'

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2'

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50'

1 1/2" = 1'-0" 1/16" = 1'-0"

0

B

0

5'

M

G001

VICINITY PLAN C

25' 0 1' VICINITY MAP

1'

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

KPN ARCHITECTS PROJECT NUMBER:

1914

D

IF THIS DRAWING IS NOT 30"X42", IT IS A REDUCED PRINT

2

10/10/2021 3:51:55 PM

A

F

SUBURBAN ORTHODOX CONGREGA

7504 SEVEN MILE LANE PIKESVILLE, MARYLAND 21208

Size : 9,600sf Design Start : 2019 Constructions Start : 2021( est.)

Setting : Religious

E

NEW SYNAGOGUE C

1

1

SUBURBAN ORTHODOX CONGREGATION TORAS CHAIM

Brief Description of Project

L

A

7504 Seven Mile Lane Pikesville, Maryland 21208

B

NEW SYNAGOGUE COMPLEX

A

Suburban Orthodox Congregation Toras Chaim

05

SUBURBAN ORTHODOX CONGREGATION TORAS CHAIM

LOCATION MA

N

12' 1/4" = 1'-0"

E

0

1'

F

8'

3/8" = 1'-0"

0

G

1'

BUILDING ELEVATION - EAST

A9 A15

A8 A1

A11

A7

A12

A1

A2 A4

A4

A19

A7

A17

A18

A3 A8

A4 A5

A6

A18

A21

BUILDING ELEVATION - SOUTH A3 A2 A16

A4 A13

A11

A10

A4 A1

A4

A7

A14

A6 A2

A6 A17

A14

A9

A5

A15 A12

KEY NOTE : A1. BRICK , SMOOTH WHITE A2. ARCHITECTURAL CMU CORNICE, BUFF COLOR, SMOOTH FINISH A3. PRECAST COPING CAP, BUFF COLOR, SMOOTH FINISH A4. ALUMINUM WINDOW, PEWTER FRAME A5. PRECAST WATER TABLE, BUFF COLOR, SMOOTH FINISH A6. ARCHITECTURAL CMU, BUFF COLOR, SMOOTH FINISH A7. ARCHITECTURAL CMU BASE, BUFF COLOR, ROCK FACE FINISH A8. PRECAST DETAIL A9. METAL PANEL, PEWTER

A10. METAL EQUIPMENT SCREEN, PEWTER FINISH A11. DOWNSPOUT, PEWTER FINISH A12. EXTERIOR SIGN ON LANDSCAPE MASONRY WALL A13. METAL DOORS AT DUMPSTER ENCLOSURE A14. ALUMINUM STOREFRONT DOOR AND FRAME PEWTER FINISH A15. BRICK SURROUND INSET AT WINDOWS A16. CHILDREN PLAYGROUND EQUIPMENT A17. ROOF TOP MECHANICAL EQUIPMENT A18. ORNAMENTAL WOOD DOOR A19. PENDANT LIGHT FIXTURE A20. METAL DOOR A21. METAL FENCE PEWTER COLOR

KEY PLAN

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B

C

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BUILDING RENDERING

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3.8

48' - 0"

1 A111

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2.4

1

2.3

1.5

1.4

1.2

0.5 0.3

161' - 1" 13' - 9"

A

V

V

A.5

♿ ♿

43' - 4"

SANCTUARY 104

B B.2

♿

B.3 SOCIAL HALL 105

DN 0' - 12"

DN DN 0' - 5"

B.6

3

B.8

C.3

WATER 149

HWH 148

WC 146

NORTH HALL 145

6' - 7"

C.7

ELECTRIC 147

7 A423

NORTHWEST HALL 144

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♿

♿ ♿

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VIEW OF HALLWAY

♿

♿

63' - 4"

2

V

V

♿

UP

0' - 6"

UP

V

7' - 0" MEAT KITCHEN 143

COATS 102

13' - 9"

E

5

COOLER 142A

FREEZER 143B

183' - 4"

44' - 8"

SERVING AREA 141

LOBBY 101

OUTDOOR COURTYARD / SUKKAH TERRACE 106

EAST VESTIBULE 100

183' - 5"

DAIRY KITCHEN 142

COOLER 143A

44' - 8"

D.5

9' - 7"

E.5

DRY STORAGE 139

MATCHLINE SEE A111

E.10

140' - 0"

F E.11

MIKVAH POOL 154

JANITOR 137

POOL EQUIP. 138

COURTYARD NORTH FACING VIEW TO SOCIAL HALL

MEN'S RESTROOM 108

CLASSROOM 3 135

TELECOM 136

BAIS MEDRASH (MEN) 123A

F.5 BATH 1 152

BATH 2 153

UTILITY 134

1 A423

MIKVAH RECEPTION 150

LAUNDRY 151

TOILET 131

WEST HALL 133

TOILET 132

BABY CHANGING 110A

BAIS MEDRASH (WOMEN) 123B

SOC 200727 CD_central_detached.rvt

EXT. WEST VESTIBULE 130A

G.9

7 A422

WEST VESTIBULE 130

OFFICE HALL 118A

BREAKFAST 111

MOM 110

G.3

4' - 9"

WOMEN'S RESTROOM 109

EAST HALL 107

G

7

OFFICE 118

STORAGE 116

4' - 8"

OFFICE WET BAR 118B

6' - 10"

TOILET 117

1 A422

NOTE

1. SA SE 2. RE 3. RE LO 4. PR RO 5. PL CO

RECEPTION 115

LIBRARY HALL 124

LEGEN

H G.10 CLASSROOM 2 128

8 CLASSROOM 1 129

JUDAIC LIBRARY / CLASSROOM 6 125

CLASSROOM 5 126

CLASSROOM 4 127

CLOSET 114A

COATS 113

SOUTH VESTIBULE 112

EXT. SOUTH VEST. 112A

48' - 0"

6

COATS 103

27' - 4"

MATCHLINE SEE A112

68' - 6"

SOUTHWEST HALL 140

F

OFFICE 119

HALL 114 UTILITY 121

SHARED OFFICE 120

STROLLER 122

INTERIOR RENDERING OF SANCTUARY

10/10/2021 3:38:57 PM

J

9

183' - 4" 1 0

5'

2 A112

GROUND FLOOR PLAN 1/8" = 1'-0"

A

50'

B

0

5'

C

25'

0

1'

D

12'

E

0

1'

F

8'

0

G

1'

4'

H

0

1'

J

3'

0

K

1'

2'

BOD HP 23' - 0" 495' - 4"

W2

M1

W2

M1

M1

MP-4

M1

A-23

W2

W2

W2

W2

W2 M1

M1

5 A325

W2

W2

W2

W2 M1

M1

W2

M1

M1

M1

A-7

A-1

CW.3

A-7

A-1

E.10

A-14

A-5

E.10

BOD 14' - 10 1/2" 487' - 2 1/2"

D A-3

M12

M5A

M12

15' - 0"

M12

BOD HP 23' - 0" 495' - 4"

M12

MP-8 SLOPE 1/4"/ FT

BOD 14' - 10 1/2"

E.5487' - 2 1/2"

SLOPE 1/4"/ FT

E.5

A-6

A-7

2

4' - 8"

E.10

E.11

F

W3

104A

W3

GWB-1

B

GWB-1

J 0

H 5'

C

G.10

G.9

G.3

25'

0

D

1'

G

M11 H

W2

G.3 6

6.1

G.9

100A

WB-1

TL-1

100B

GWB-1

7 E.11 E

NORTHWEST HALL

W2

W2

W2

E.5

W2

1/4" = 1'-0" R-5

R-12

A-23

E

R-14

3 A321

A-6

C-2

C-31

C-2

A-27

C-31

M11

A-6

W2

OFFICE

COL-1 14' A-4 COL-1 BOD - 10 1/2" 487' - 2 1/2" BAIS MEDRASH (MEN)

GWB-3

OP-02

HALL

JUDAIC LIBRARY / CLASSROOM 6

GROUND FLOOR 472' - 4"

8'-0" DATUM 480' - 4"

130A

8 A511

LIBRARY HALL

4 A328

W2

SPT-1

SH-2

WB-1

GWB-1

1/8" = 1'-0" D.5

WB-1

GWB-1

L

KEYNOTES Key Value

3.8

W2

A-24A-3

M1

M1

106C

M1

M1

M1

M2

D G

COPING 24' - 0" 496' - 4"

3 GROUND FLOOR A321 A-1 472' - 4"

W2

W2

M11

CW 5

WB-1

C.3

M2

M3

C 4'

RB-1

TL-1

C-17

M1

M1

105A

CW 5

GWB-1

4 B.3

B.2

0

M4

B

1'

A-3

M3

M3

A.5

A-24J

A-2

3.9

3.8

A 3'

A-4

4 GWB-3 W2 A328

W2

C-2

GWB-3 W2

M1

M1

SP-1

TR-1

M1

E19 6 P

COL-2 SOCIAL HALL

A-4

W2

33

E19 6 P

A621

C-17

W2

W2

M1

M2

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

COPING 31' - 0" 503' - 4"

BOD 22'-11" 495' - 3"

W2

A-1 M1

1'

COPING 24' - 0" COPING 24' - 0" 496' - 4" 496' - 4"

T.O. WINDOW 487' - 4"

GWB-2

M1

K

0 1 A321

1" = 1'-0"

SLOPE 1/4"/ FT

W2

M1

T.O. WINDOW 487' - 4"

E-42

COL-2 105G

A-7

OUTDOOR COURTYARD / SUKKAH TERRACE

E-40

FOUNTAIN

106C

GWB-1

105F

A-14

WB-1

LOBBY

DR-1

4 A322

2

105E

CW.2

E-42

A-7

105D

CW.2

A-5

1

E-42

105C

CW.2

SEAL:

Keynote Text

BRICK, SMOOTH WHITE / ARCHITECTURAL CMU, 4X4X24, GROUNDFACE, BUFF COLOR ARCHITECTURAL CMU CORNICE, BUFF COLOR TWO COURSES, 8"X16"X24" ON 16"X16"X24" GROUNDFACE 1 A-3 ARCHITECTURAL CMU COPING CAP, BUFF COLOR, 4"X4"X24" GROUNDFACE A-4 THERMALLY BROKEN INSULATED ALUMINUM WINDOW, PEWTER FRAME I hereby certify that these documents were prepared or app A-5 PRECAST WATER TABLE, BUFF COLOR, SMOOTH FINISHand that I am a duly licensed professional architect under th State of Maryland, A-6 ARCHITECTURAL CMU, BUFF COLOR, 4"X12"X24" TEXTUREFACE License No.: _________ Exp. Date: __ A-7 ARCHITECTURAL CMU BASE, BUFF COLOR, 4"X12"X24" CHISELFACE A-8 PRECAST DETAIL No. Date Revisions/Submiss 8 A-12 4 2X6 ALUMINUM CURTAINWALL SYSTEM - REF CURTAINWALL 1 4.10.2020 50% CONSTRUCTION D SCHEDULE ARCHITECT PRICING SET 2 7.28.2020 A-14 ALUMINUM STOREFRONT DOOR IN 2X6 ALUM. CURTAINWALL FRAME, 3 1 A202 PEWTER KPN ARC FINISH 10.14.2021 PERMIT SET 3 1800 Washin A-23 ROOF MOUNTED STRUCTURAL PYRAMIDAL SKYLIGHT Baltimore, M A-24 2 METAL THROUGH WALL SCUPPER CONDUCTOR HEAD & DOWNSPOUT 443.682.775 A-27 4" THK. STONE PANEL IN SECTIONS SCORED FOR RADIATING LINE DESIGN AR PATTERN Vertical A 2 C-1 ARMSTRONG CEILING - DESIGNFLEX SHAPES - PATTERN SH 10, 309 Edgeval OCTOBER 14, 20 REPEAT PATTERN SIZE 4'-8", CENTER CEILING IN ROOMDate: Baltimore, M Scale: As indicated C-2 PAINTED 5/8" THK. GYPSUM BOARD CEILING 443.571.443 Drawn/Check C-9 PAINTED 5/8" THK GYPSUM BOARD BARREL VAULT CEILING. REFER By: AuthorSTRUCTUR BUILDING SECTION FOR PROFILE AND HEIGHT Carroll En C-11 PAINTED 5/8" THK EXT. GR. GYPSUM BOARD BARREL VAULT CEILING. 215 Schilling REFER BUILDING SECTION FOR PROFILE AND HEIGHT Hunt Valley, 410.785.742 C-15 BASE BID: 3/4" THK SLOPED ARMSTRONG WOODWORKS CHANNELED PLANK SUSPENDED CEILING, 5 1/2" X 8'-0". NORTH-SOUTH MEP, FIRE P 9 ORIENTATION. 1" W SLOTS BETWEEN CEILING CLOUDS FOR LINEAR SRBR En PENDANT LIGHT FIXTURES. REFER SHEET G-003 FOR ALTERNATES 757 Frederic N #01A & #01B. Catonsville, M C-17 BASE BID: 3/4" THK. ARMSTRONG WOODWORKS CHANNELED PLANK 410.869.728 SUSPENDED CEILING, 5 1/2" X 8'-0". REFER TO RCP FOR ORIENTATION. CIVIL, SITE, ALTERNATE #01A: ARMSTRONG WOODWORKS GRILLE. REFER SHEET G-003 FOR ALTERNATESM#01A & #01B. Matis Wa 954 Ridgebro C-31 0 SEAMLESS ACOUSTI-BUILT MINERAL FIBER PANEL SYSTEM 1' Sparks, MD KPN ARCHITECTS PROJECT NUMBER: COL-1 PAINTED GYPSUM BOARD COLUMN CLADDING 3 410.683.700 3" = 1'-0" COL-2 PAINTED GYPSUM BOARD COLUMN CLADDING, EXTENDS UP TO 19'-8" FOOD SERV DR-1 WOOD DOOR IN METAL FRAME (REFER DOOR SCHEDULE) Savoy/Bro E-40 FOUNTAIN - REFER DRAWINGS BY FOUNTAIN MANUFACTURER AND 8610 Washin INSTALLER Jessup, MD GWB-1 PAINTED GYPSUM BOARD WALL 410.792.844 GWB-2 RECESSED PAINTED GYPSUM BOARD WALL TECHNOLO GWB-3 PAINTED GYPSUM BOARD BETWEEN WINDOWS, REFER SHEET G-003 SM&W W FOR ALTERNATE #04 220 North Fi MP-7 BASE BID: 1" THK. STONE; ALTERNATE #02: PAINTED WOOD PANEL Arlington, VA WITH CIRCLE PATTERN AND FRAME 703.243.630 MP-8 CUSTOM PATTERNED PERFORATED METAL SCREEN IN METAL FRAME, ALIGNED WITH FACE OF OVERHEAD ENCLOSURE 4 OP-02 4" WIDE ACOUSTIC FOLDING PARTITION PANEL TOP HUNG, MARKER BOARD SURFACE - REFER OPERABLE PARTITION DRAWINGS R-5 MECHANICAL ROOF TOP UNIT ON CURBS 3 1 A202 R-11 ROOF ACCESS HATCH 4 R-12 METAL ROOF LADDER R-13 METAL ROOF LADDER WITH CAGE 2 R-14 ROOF MONITOR R-18 ACOUSTICAL MECHANICAL UNIT METAL SCREEN ENCLOSURE R-19 TPO MEMBRANE RB-1 4" RUBBER BASE SH-2 BUILT-IN RECESSED SHELVING, SECURE TO FLOOR SPT-1 SCREEN PARTITION TL-1 4 3/4" H X 12" L POLISHED, PORCELAIN TILE WALL BASE, CREMA MARFIL BY TILEBAR, COLOR: CREMA MARFIL; GROUT COLOR: CLASSIC BONE TR-1 PAINTED WOOD TRIM (REFER DETAIL FOR PROFILE) WB-1 4" HIGH PAINTED WOOD BASE

OUTDOOR COURT / SUKKAH TERRAC

GROUND FLOOR 472' - 4"

RB-1

35

B.8 B.6 H

3/4" = 1'-0"

W2

BOD 13' - 9" 486' - 1" BOD HP 13' - 0" 485' - 4" 8'-0" DATUM 480' - 4"

GROUND FLOOR 472' - 4"

E-36

COPING 16' - 0" 488' - 4"

A301

C.7

W2

BOD 21' - 3" 493' - 10"

T.O. WINDOW 487' - 4"

M1

CW.2

105C

BOD 22'-11" 495' - 3"

W2

M1

M1

E-42

SLOPE 1/4"/ FT

W2

COPING 31' - 0" 503' - 4"

E19 6 P

SHARED OFFICE

A-5

CW.2

105D

R-13

M13 W2

SP-1

W2

M

A-2

SOCIAL HALL A-2

W2

7

A-1

LOBBY

5.1

1'

A-2

North-South Section Looking West 1/8" = 1'-0" 8

3.9

A-3

W2

CW 5

GWB-1

NORTHWEST SH-2 HALL

4

OFFICE

A-7

E-42

CW.2

GWB-2

M1

K

T.O. WINDOW 487' - 4"

E-42

6.1 COURTYARD6NORTH ELEVATION

SP-1

W2

M4

SLOPE 1/4"/ FT

M1

C-2 TR-1

J

5

RECEPTION

0

A-8

8' - 0"

C-1

C-31

GROUND FLOOR COPING 24'472' - 0" - 4" 496' - 4"

106C

OFFICE HALL

8'

3/8" = 1'-0"

4 A325

SOCIAL HALL

C-2

M3

BOD 14' - 10 1/2" 487' - 2 1/2"

W2

A-20

M1

CW6

4

F

1'

A-22

M1

M1

105E

TL-1

4

E.10 0

H 5.1

M3

C-2

W1

GWB-1

F

12'

6

J

G.10

M2

14' - 0"

8'-0" DATUM 480' - 4"

M14 M1 A322

COL-1

F.5

R-5

5 A325

2

4 A322

A-20

SP-1

W2

E19 6 P

C-2

A301

1/8" = 1'-0"

COPING 24' - 0" 496' - 4" BOD HP 23' - 0" 495' - 4"

A-22

G

A-6

COATS

W1

WB-1

1/16" = 1'-0"

BOD HP 13' - 0" 485' - 4" 8'-0" DATUM 480' - 4"

3' - 0"

2

COURTYARD WEST ELEVATION 1/8" = 1'-0"

W3

North-South Section Looking East 1 1/8" = WEST 1'-0" FACING VIEW TO FOUNTAIN COURTYARD

COPING 31' - 0" 503' - 4"

4

W3

T.O. WINDOW 487' - 4"

C.7

A324

COL-1

9

3

D

M13

3

COATS

50'

4' - 8"

8' - 0"

3

A-7

3' - 0"

A-7

A-24

A326

11' - 0"

GWB-2

C-2

C.7

A-24

R8 '-9 "

GWB-2

GROUND FLOOR 472' - 4"

A

4' - 8"

G

BOD 14' - 10 1/2" E-36 487' - 2 1/2" TR-1

5

M11

C-2

1 A321

5'

4' - 8"

D.5

F.5

7

W2

2

0

A-2 4' - 8"

A-2

A-7

SLOPE 1/4"/ FT

A323

TR-1

D

A301

E

GROUND FLOOR 472' - 4"

A-14

4

BOD 14' - 10 1/2" 487' - 2 1/2"

8

E

A-6

14' - 0"

8

CW.2

135B

CW.2

135B D.5

M13

A-5 8'-0" DATUM 480' - 4" A-33 CLASSROOM

A-5 8'-0" DATUM 480' - 4" CLASSROOM 3

C-15 C-17 MP-8

A-3 4' - 8"

M11

BOD 22'-11" 495' - 3"

BOD 13' - 6" 485' - 10"

10/10/2021 3:41:59 PM

D.5

133 SOUTHWEST A-14 HALL

E-42

1/8" = 1'-0" F

E-42

R-5

A-6

COPING 31' - 0" 503' - 4"

4

BOD 13' - 3 1/2" 485' - 7 1/2"

31' - 0"

R-18

R-19

C.7

T.O. WINDOW

16' - 0"

C.3

T.O. WINDOW 487' - 4"

31' - 0"

C

3

E-36

8' - 1"

3' - 0"

B.6 B.8

220 North Fillmore Street, Suite 360 Arlington, VA 22201 703.243.6301

MP-1

M11 COURTYARD WEST ELEVATION E

E-36

8' - 1"

3' - 0"

E.11

15' - 0"

1

B.3

E-42

E-42

A-5

E

MP-1

D

11' - 0"

SOC 200727 CD_central_detached.rvt

R-5

B.2

M14

M14

C2 A611

CW.2

123B

C2 A611 E.5

CW.2

123B E.11

E-36

BOD 21' - 3" 493' - 10"

A301

B

SM&W Washington DC

COPING 24' - 0" 496' - 4"

BOD 21' - 3" 493' - 10"

3' - 0"

A.5

M1

133

3' - 0"

A-8

A

M1

COURTYARD SOUTH ELEVATION 1/8" = 1'-0"

COURTYARD SOUTH ELEVATION 1/8" = 1'-0"

F

3

TECHNOLOGY, ACOUSTICAL, SECUR

COPING 24' - 0" COPING 24' - 0" 496'496' - 4" - 4"

W2

W2

A-14

CW.3

6

7

R-8

SOUTHWEST HALL

A-8

C

SP-1

NEW SYNAGOGUE COMPLEX

A-14

F

B

A-6

8610 Washington Blvd., Suite 200 Jessup, MD 20794 410.792.8447

7' - 0"

H

A

R-13 R-8

Savoy/Brown Consultants

BOD 13' - 3 1/2" 485' - 7 487' 1/2" - 4"

EAST HALL

8' - 0"

A-14

COURTYARD NORTH FACING VIEW TO SOCIAL HALL

FOOD SERVICE:

7

GROUND FLOOR 472' - 4"

2

7

6.1

E-42

5

2

W2

6

R-5 SP-1

SP-1

W2

W2 M1

M1

M1

R-13

5.1

A-6

A-2

A-4

W2

8'-0" DATUM 480' - 4"

EAST HALL

COURTYARD SOUTH FACING VIEW TO BAIS MEDRASH

SP-1

5

954 Ridgebrook Road, Suite 120 Sparks, MD 21152 410.683.7004

3

8' - 0"

W2

E-42

8'-0" DATUM 480' - 4" 6

W2

R-5

A-3

BOD HP 23' - 0" 495' - 4"

MP-4

4' - 0" 3' - 0"

4

A-23

3.9

Matis Warfield

7

E-36

GROUND FLOOR 472' - 4"

GROUND FLOOR 472' - 4" 105A

L

A202

OMPLEX

A-4

5 A325

6.1

Suburban Orthodox Congregation Toras Chaim

3.8

4

6

14' - 0"

A-2

A-3

5.1

14' - 0"

5

4' - 0" 3' - 0"

3

CIVIL, SITE, UTILITY ENGINEER:

1/8" = 1'-0"

3.9

7504 Seven Mile Lane Pikesville, Maryland 21208

1

3.8

1

1

COARSE AGGREGATE

COMPACT SUBGRADE

COMPACT SUBGRADE

MASONRY FOUNDATION

MASONRY FOUNDATION

CONCRETE FOOTING

CONCRETE FOOTING

FLOOR AS SCHEDULED

GROUND FLOOR 472' - 4"

GROUND FLOOR 472' - 4"

106A

CONCRETE SLAB ON GRADE

ALUMINUM AND GLASS DOOR IN 2" x 6" ALUMINUM CURTAINWALL SYSTEM

0

5'

A

WALL SECTION COURTYARD AND LOBBY 3/4" = 1'-0" 9 10/10/2021 3:43:12 PM

10/10/2021 3:43:12 PM

1

50' 1/16" = 1'-0"

0

5'

B

0

5'

1

A

WALL SECTION COURTYARD AND LOBBY 3/4" = 1'-0"

50'

C

25'

1/16" = 1'-0" 1/8" = 1'-0"

B

0

5' 0

2

1'

C

25'

12'

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

0

E

1'

0

D

1'

STEEL LINTEL

METAL FLASHING

METAL FLASHING

DECORATIVE METAL FOUNTAIN PIPE W/ ESCUTCHEON - REFER DWGS

BY FOUNTAIN MANUFACTURER & INSTALLER

DECORATIVE METAL FOUNTAIN PIPE W/ ESCUTCHEON - REFER DWGS

BY FOUNTAIN MANUFACTURER & INSTALLER

1" THK PRECAST CAP

1" THK PRECAST CAP

CERAMIC TILE ON WALL AND FLOOR

CERAMIC TILE ON WALL AND FLOOR

FLOOR DRAIN

FLOOR DRAIN

12'

F

8'

E

0

3

1'

0

G

1'

WALL SECTION - COURTYARD 3/4" = 1'-0"

F

8'

4'

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

3

H

0

G

01'

CERAMIC TILE ON WALL

8" THK CONCRETE WALL @ FOUNTAIN

8" THK CONCRETE WALL @ FOUNTAIN

CONCRETE PAVER 1/16" JOINT ON PAVER MASTIC

CONCRETE PAVER 1/16" JOINT ON PAVER MASTIC 3/4" BITUMINOUS SETTING BED

3/4" BITUMINOUS SETTING BED

CONCRETE BASE

CONCRETE BASE

COARSE AGGREGATE

COARSE AGGREGATE

COMPACT SUBGRADE

COMPACT SUBGRADE

I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect under the laws of the State of Maryland,

8

J

4

H

4'

3'

3/4" = 1'-0"

1" = 1'-0"

0

0

K

1'

License

No. Da

Revisions/Submissions

3'

2'

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

L

0

K

0

1'

M

2'

1 1/2" = 1'-0"

L

1'

3" = 1'-0"

8

1

4.10.2020

50% CONSTRUCTION DOCUMENTS

1

4.

2

7.28.2020

PRICING SET

2

7.

3

10.14.2021

PERMIT SET

3

10

PART EXT. WALL ELEVATION - COURTYARD WEST PART EXT. WALL ELEVATION - COURTYARD WEST 4 3/4" = 1'-0" 3/4" = 1'-0" 9

1'

I hereby cert and that I am State of Mar

No. Date

WALL SECTIONS

J

SEAL:

License No.: _________ Exp. Date: _________

OCTOBER 14, 2021 Date: Scale: As indicated Drawn/Check By: Author

CONCRETE FOOTING

WALL SECTION - COURTYARD 3/4" = 1'-0"

7

SEAL:

CERAMIC TILE CAP

CERAMIC TILE ON WALL

MASONRY FOUNDATION

1'

7

6

4' - 0"

CERAMIC TILE CAP

6' - 0"

6' HIGH DECORATIVE 4" THK SCORED 2 PART STONE PANEL SUPPORTED

BY METAL TIES TO METAL STUD WALL

5

PERMIT SET

WEEP VENT AT MASONRY JOINT

STEEL LINTEL

MASONRY FOUNDATION

ALUMINUM AND GLASS DOOR IN 2" x 6" ALUMINUM CURTAINWALL SYSTEM

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

0' - 4"

WEEP VENT AT MASONRY JOINT

CONCRETE SLAB ON GRADE

PART EXT. WALL ELEVATION - COURTYARD EAST PART EXT. WALL ELEVATION - COURTYARD EAST 2 3/4" = 1'-0" 3/4" = 1'-0"

D

5

CMU FINISH "TEXTURE FACE"

1' - 4"

CONCRETE FOOTING

9

1' - 4"

1' - 0"

STEEL BEAM

7' - 0"

STEEL BEAM

6' - 0"

FLOOR AS SCHEDULED

3/4" BITUMINOUS SETTING BED 106A CONCRETE BASE

COARSE AGGREGATE

4" ARCHITECTURAL CMU, 2" AIR SPACE 2" RIGID INSULATION, AIR/WEATHER BARRIER, 1/2" GYPSUM SHEATHING, 6" METAL STUDS W/ BATT INUSLATION @ 16" O.C, 5/8" GYPSUM BOARD INTERIOR SURFACE

SCHEDULED BASE

4

0

A322 M

KPN ARCHITECTS PROJECT NUMBER:

1914

IF THIS DRAWING IS NOT 30"X42", IT IS A REDUCED PRINT

GROUND FLOOR 472' - 4"

3/4" BITUMINOUS SETTING BED CONCRETE BASE

0' - 6"

0' - 6"

8' - 0"

8' - 0"

5' - 9"

SCHEDULED BASE

EXPANSION JOINT AND SEALANT

GROUND FLOOR 472' - 4"

JOINT REINFORCEMENT @ 12" O.C

JOINT REINFORCEMENT @ 12" O.C

12" x 24" ARCHITECTURAL CMU " CHISEL FINISH "

1' - 8"

METAL HORIZONTAL TIES

4" ARCHITECTURAL CMU, 2" AIR SPACE 2" RIGID INSULATION, AIR/WEATHER BARRIER, 1/2" GYPSUM SHEATHING, 6" METAL STUDS W/ BATT INUSLATION @ 16" O.C, 5/8" GYPSUM BOARD INTERIOR SURFACE

6

MORTAR MANAGEMENT SYSTEM

220 Nort Arlington 703.243.

SM&W

T.O. WINDOW 487' - 4"

METAL HORIZONTAL TIES

6' HIGH DECORATIVE 4" THK SCORED 2 PART STONE PANEL SUPPORTED

BY METAL TIES TO METAL STUD WALL

MORTAR MANAGEMENT SYSTEM

TECHNO

220 North Fillmore Street, Suite 360 Arlington, VA 22201 703.243.6301

8610 Wa Jessup, 410.792.

4" THK PRECAST SURROUND

8'-0" DATUM 480' - 4"

GYP. BOARD COVER @ STEEL COLUMN

TECHNOLOGY, ACOUSTICAL, SECURITY

Savoy

4

T.O. WINDOW 487' - 4" METAL FLASHING

CMU FINISH "TEXTURE FACE"

FIRE ALARM, REF FIRE PROTECTION DWGS

FOOD S

SM&W Washington DC

2" THK PRECAST SILL

8' - 0"

14' - 0"

8'-0" DATUM 480' - 4"

3'-8" MASONRY WALL BASE DATUM 476' - 0"

CONCRETE PAVER 1/8" JOINT ON PAVER MASTIC SLOPE TO TRENCH DRAIN

CONCRETE SLAB ON GRADE

SCHEDULED CEILING

PRECAST SILL BEYOND

CONCRETE PAVER 1/8" JOINT ON PAVER MASTIC SLOPE TO TRENCH DRAIN

8

SCHEDULED CEILING

GYP. BOARD COVER @ STEEL COLUMN

12" x 24" ARCHITECTURAL CMU " CHISEL FINISH "

VAPOR BARRIER

MOVEMENT JOINT

1' - 7"

FIRE ALARM, REF FIRE COURTYARD PROTECTION DWGS

3'-8" MASONRY WALL BASE DATUM 476' - 0"

SCHEDULED FLOORING

MOVEMENT JOINT

8'-0" DATUM 480' - 4"

0' - 8"

EXPANSION JOINT AND SEALANT

EXT. GRADE WOOD BLOCKING

954 Ridg Sparks, 410.683.

FOOD SERVICE: 4' - Consultants 4" Savoy/Brown

2' - 0"

12" H ARCHITECTURAL CMU TEXTURE FACE FINISH 1' - 7"

PRECAST SILL BEYOND

1' - 8"

METAL DECK

EXT. GRADE WOOD BLOCKING

1' - 4"

2' - 0"

7

METAL DECK

0' - 4"

4' - 0"

LIGHT FIXTURE REFER ELECTRICAL

1' - 4"

PRECAST SILL

BOD HP 13' - 9" 486' - 1"

0' - 8"

PERFORATED METAL PANEL IN METAL FRAME PEWTER COLOR

4" THK PRECAST SURROUND

STEEL TRUSS SLOPED

3' - 0"

0' - 4"

PERFORATED METAL PANEL IN METAL FRAME PEWTER COLOR

METAL FLASHING

STEEL TRUSS SLOPED

STEEL ANGLE LINTEL

METAL FLASHING

0' - 11"

TPO ROOFING MEMBRANE ON LOUVER BOARD ON INSULATION ON VAPOR BARRIER ON ROOF BOARD ON METAL DECK

4' - 4"

Matis W

3

8610 Washington Blvd., Suite 200 Jessup, MD 20794 410.792.8447

METAL FLASHING

0' - 11"

CIVIL, S

954 Ridgebrook Road, Suite 120 Sparks, MD 21152 410.683.7004

2' - 8"

TPO FLASHING

SRBR

Matis Warfield

7504 Seven Mile Lane Pikesville, Maryland 21208

TPO FLASHING

757 Fred Catonsv 410.869.

Suburban Orthodox Congregation Toras Chaim

SLOPED METAL CAP AT SILL

MEP, FIR

757 Frederick Road, Suite 300 Catonsville, MD 21228 410.869.7282

9' - 5"

SLOPED METAL CAP AT SILL

Carroll

MEP, FIRE PROTECTION, & ENERGY ENGINEER:

6' - 0"

METAL TRIM

215 Sch Hunt Val 410.785.

NEW SYNAGOGUE COMPLEX

METAL TRIM

STRUCT

SRBR Engineering

0' - 4"

309 Edg Baltimor 443.571.

215 Schilling Circle, Suite 102 Hunt Valley, MD 21031 410.785.7423

Carroll Engineering

3

Vertic

STRUCTURAL ENGINEER:

2' - 8"

METAL FLASHING

DESIGN

2

309 Edgevale Road Baltimore, MD 21210 443.571.4435

CIVIL, SITE, UTILITY ENGINEER:

4" THK ARCHITECTURAL CMU

PRECAST PANEL 1” PROJECTION FROM ARCHITECTURAL CMU ON WALL

0' - 1"

1800 Wa Baltimor 443.682.

Vertical Architecture Enterprises

9' - 5"

2" x 6" ALUMINUM REINFORCED CURTAIN WALL GLAZING

LIGHT FIXTURE REFER ELECTRICAL

COURTYARD

4" X 4" X 24" BRICK MASONRY VENEER SMOOTH FINISH / ARCHITECTURAL CMU "GROUND FACE FINISH"

SOC 200727 CD_central_detached.rvt

2" BOARD INSULATION

10' - 4"

20' - 0"

20' - 0"

ALUMINUM 0.063 PREFINISHED PERFORATED PANEL IN 2" X 4" PRECAST SILL ALUMINUM FRAME CLIPPED TO CURTAIN WALL FRAME REFER METAL PANEL ELEVATION FOR PERFORATION TYPE, SIZE AND PATTERN METAL PANEL AND FRAME CONNECTION BY ALUMINUM CURTAIN WALL MANUFACTURER, REFER SHEET G-003 FOR ALTERNATE #02

2' - 0"

4" X 4" X 24" BRICK MASONRY VENEER SMOOTH FINISH / ARCHITECTURAL CMU "GROUND FACE FINISH"

SOC 200727 CD_central_detached.rvt

2" BOARD INSULATION

STEEL ANGLE LINTEL

MOVEMENT JOINT

METAL FLASHING

4" ARCHITECTURAL CMU CORNICE 1" SETBACK @ EACH COURSE "GROUND FACE FINISH"

METAL HORIZONTAL TIES @ EACH COURSE

PRECAST PANEL 1” PROJECTION FROM ARCHITECTURAL CMU ON WALL

WEEP VENT

MOVEMENT JOINT

BOD HP 13' - 9" 486' - 1"

0' - 10"

8'-0" DATUM 480' - 4"

0' - 8"

CONCRETE SLAB ON GRADE

STEEL STRUCTURAL POST 0' - 1" REFER STRUCTURAL DRAWING

7' - 0"

0' - 10"

2" x 6" ALUMINUM REINFORCED CURTAIN WALL GLAZING

12" H ARCHITECTURAL CMU TEXTURE FACE FINISH

LOBBY

8

ARCHITECTURAL CMU POST STEEL STRUCTURAL " TEXTURE FACE FINISH "DRAWING REFER STRUCTURAL AT ARCH WEEP VENT

METAL PLATE ANCHOR @ VERTICAL MASONRY JOINT

METAL 1' - 0" HORIZONTAL TIES 1' - 4" @ EACH COURSE

4" THK ARCHITECTURAL CMU

8' - 0"

GYPSUM BOARD CURVED SOFFIT BEYOND

LOBBY

VAPOR BARRIER

6" METAL STUD W 1/2" EXT. SHEATHING BOTH SIDES

TPO ROOFING MEMBRANE ON LOUVER BOARD ON INSULATION ON VAPOR BARRIER ON ROOF BOARD ON METAL DECK

1' - 0"

1' - 0" 2' - 0"

ALUMINUM 0.063 PREFINISHED PERFORATED PANEL IN 2" X 4" ALUMINUM FRAME CLIPPED TO CURTAIN WALL FRAME REFER METAL PANEL ELEVATION FOR PERFORATION TYPE, SIZE AND PATTERN METAL PANEL AND FRAME CONNECTION BY ALUMINUM CURTAIN WALL MANUFACTURER, REFER SHEET G-003 FOR ALTERNATE #02

6

SCHEDULED FLOORING

1' - 4"

6" METAL STUD W 1/2" EXT. SHEATHING BOTH SIDES PRECAST PANEL 1” PROJECTION FROM ARCHITECTURAL CMU ON WALL

10' - 4"

2' - 0"

1' - 4"

7

METAL FLASHING

2" THK PRECAST SILL

5

6

1' - 0"

ALUMINUM 2" x 6" CURTAIN WALL W/ INSULATED GLAZING 3' - 0"

ALUMINUM 2" x 6" CURTAIN WALL W/ INSULATED GLAZING

METAL FLASHING

1' - 0"

METAL PERFORATED PANEL IN 2X4 METAL FRAME IN OPENING IN EXTERIOR PARAPET WALL, PEWTER COLOR

4" PRECAST COPING

KPN A

DESIGN ARCHITECT:

2

3' - 0"

METAL PERFORATED PANEL IN 2X4 METAL FRAME IN OPENING IN 5/8" THK PAINTED GWBEXTERIOR PARAPET CURVED CEILING WALL, PEWTER COLOR

4" PRECAST COPING

4" ARCHITECTURAL CMU CORNICE 1" SETBACK @ EACH COURSE "GROUND FACE FINISH"

4" ARCHITECTURAL CMU CORNICE 1" SETBACK @ EACH COURSE 1' - 0"

1' - 7"

METAL PLATE ANCHOR @ VERTICAL MASONRY JOINT

BENT STEEL PL BOTH SIDES OF POST

4" ARCHITECTURAL CMU CORNICE 1" SETBACK @ EACH COURSE

4" ARCHITECTURAL CMU CORNICE 1” SETBACK @ EACH COURSE

12" x 24" ARCHITECTURAL CMU " TEXTURE FACE FINISH " + 2" AIR SPACE + 2" BOARD INSULATION + VAPOR BARRIER ARCHITECTURAL CMU ON EXT. GRADE SHEATHING ON " TEXTURE FACE FINISH " 6" METAL STUDS @ 16" O.C AT ARCH W/ BATT INSULATION + 5/8" THK GYP. BD INTERIOR FINISH

ARCH RADIUS = 12' - 0"

GYPSUM BOARD CURVED SOFFIT BEYOND

5

STEEL TUBE BEAM

BENT STEEL PLATE

BENT STEEL PL BOTH SIDES OF POST

12" x 24" ARCHITECTURAL CMU " TEXTURE FACE FINISH " + 2" AIR SPACE + 2" BOARD INSULATION + VAPOR BARRIER PAINTED STEEL ON EXT. GRADE SHEATHING ON LINTEL, REFER G-003 6" METAL STUDS @ 16" O.C FOR ALTERNATURE #03 W/ BATT INSULATION + 5/8" THK GYP. BD INTERIOR FINISH

CURVED 5/8" THK GYP. BOARD CEILING

4

1' - 3" STEEL TUBE BEAM

1' - 7"

COPING 24' - 0" 496' - 4"

BENT STEEL PLATE

METAL FLASHING

ARCH RADIUS = 12' - 0"

CURVED 5/8" THK GYP. BOARD CEILING

4

1' - 3"

1' - 0"

BOD HP 23' - 0" 495' - 4" BOD LP 22' - 6" 494' - 10"

1' - 4"

ARCHIT

1800 Washington Blvd., Suite 414 Baltimore, MD 21230 443.682.7758

6' - 0"

METAL PLATE ANCHOR @ VERTICAL MASONRY JOINT

BOD HP 23' - 0" 495' - 4" BOD LP 22' - 6" 494' - 10"

3' - 0"

5/8" THK PAINTED GWB CURVED CEILING

ARCHITECTURAL CMU COPING “GROUND FACE FINISH”

2' - 0"

METAL PLATE ANCHOR @ VERTICAL MASONRY JOINT

COPING 24' - 0" 496' - 4"

1' - 0"

PAINTED STEEL LINTEL, REFER G-003 FOR ALTERNATURE #03

ARCHITECTURAL CMU COPING “GROUND FACE FINISH”

1' - 4"

COPING 24' - 0" 496' - 4"

PRECAST PANEL 1” PROJECTION FROM ARCHITECTURAL CMU ON WALL

3

TIES IN METAL VERTICAL JOINTS OF MASONRY COPING BOTH SIDES

BENT STEEL PLATE

METAL FLASHING

3

COURSES 16" JOINTS x 24" x 4" + 8" x 24" x 4" TIES INTWO METAL VERTICAL ARCHITECTURAL CMU SIDES CORNICE "GROUND OF MASONRY COPING BOTH FACE FINISH"

0' - 8"

0' - 6"

1' - 4"

TWO COURSES 16" x 24" x 4" + 8" x 24" x 4" ARCHITECTURAL CMU CORNICE "GROUND FACE FINISH"

4" x 4" x 24" ARCHITECTURAL CMU COPING “GROUND FACE FINISH”

4" ARCHITECTURAL CMU CORNICE 1” SETBACK @ EACH COURSE

3 A322

ARCHITECT:

KPN ARCHITECTS

P.T. WOOD BLOCKING

COPING 24' - 0" 496' - 4"

1

3 A322

3' - 0"

SLOPED STEEL STRUCTURAL 1' - 7" FRAMING

4" x 4" x 24" ARCHITECTURAL CMU COPING “GROUND FACE FINISH” 1' - 7" BENT STEEL PLATE

7

D.5

1' - 0"

2

0' - 6"

2

P.T. WOOD BLOCKING

7 D.5

4

5' - 9"

SLOPED STEEL STRUCTURAL FRAMING

TPO ROOFING MEMBRANE ON COVER BOARD ON 6"MIN. 4 BOARD INSULATION ON VAPOR BARRIER ON ROOF BOARD ON METAL DECK

3' - 0"

TPO ROOFING MEMBRANE ON COVER BOARD ON 6"MIN. BOARD INSULATION ON VAPOR BARRIER ON ROOF BOARD ON METAL DECK

14' - 0"

1

1'

3" = 1'-0"

Date: Scale: Drawn/C

WAL 9

INTERIOR RENDERING

Along with a sanctuary and social hall, the new building will feature an expanded beit midrash for classes, additional classrooms for children’s programming, offices for current and future administrative staff, and men’s and women’s mikvahs.

There will also be a “beautiful” enclosed courtyard at the center of the building to serve as a space for the synagogue’s outdoor programming.

06

REISTERSTOWN METRO WABASH TOWN CENTER

Studio Architect l Associate

KPNARCHITECTS, llc 2017 - Present

Brief Description of Project Size : 25+ Acre Design Start : 2021 Constructions Start : 2023 Setting : Mixed -use, Residential The 25+ acre site is located across Wabash Avenue from the Reisterstown Transit Station.

There is a pedestrian bridge that connects this site to the station. The project is conceived as a compact, transit-oriented development that will maximize access to the MTA Reisterstown Plaza Metro stop. Wabash Town Center will incorporate various sustainable design elements to minimize negative environmental impact through skillful, sensitive design.

The master plan development schedule is extended over 4 phases. Each phase develops one of the quadrants of the site. Phase 1 is located on the location of the 2 existing surface parking lots located along Wabash Avenue across from the metro train station and bus stop. The proposed plan is to divide Phase 1 into two Sub-Phases 1A and 1B. Phase 1A located in TOD 4 will be built first, up to an allowable height of 100’. Phase 1B located in TOD 3 will follow, and will be built up to the allowable height of 60’.

Responsibility Develop schematic design drawings for residential, mixed-use, and commercial buildings at different phases of this project. Prepare graphic materials and designs for studies and/or presentations to the client. Develop design concepts, narratives, Revit models, 3D renderings, plans, sections, exterior elevations, and virtual reality presentations, as necessary, to effectively convey the design intent to clients.

PHASING PLAN

PROPOSED PROGRAM The comprehensive redevelopment of this Transit Oriented Development (TOD) site will be completed in phases.

Phase 1A: 272 apartment units, 7 retail spaces (37,287 SF), 24,970 SF of office and 555 parking spaces.

Phase 1B: 112 apartment units, 7 retail spaces (28,210 SF), 21,503 SF of office and 354 parking spaces.

Phase 2A: Intergenerational townhouses – 40 units with a community center and 43 offstreet parking spaces Phase 2B: 42 units senior living apartments, 163 off-street parking spaces and common area. This common area may include a bistro, which is primarily for the use of the tenants.

Phase 3: Developing the natural site along the south east edge of the site adjacent to the Social Security Campus would be Phase 3 or the Arts and Green Phase in this community.

Phase 4: Medical and Health Care hub including offices, urgent care, health and fitness, nursing home/rehabilitation center and accessory retail. The total number of parking spaces is to be determined.

PARKING +OFFICE + APT

2 1

1

1

1

1

1

1

1

2

2

1

2

2

2

2

2

2

1 1 1

T

3

214'-0"

1

1

1

1

1

1

1

1

308'-0" 308'-0"

1

1

2

2

2

2

2

1

2

2

2

2

1

1 1 1

GREEN ROOF

1 1

2

1

2

2

2

2

1

2

2

2

2

2

2

1

3 1

1

1

1

1

1

1 1

C

CORRIDOR 20'-0" CORRIDOR T

1

APARTMENTS

2

T

K T

1 - 1BED+1BATH 2 - 2BED+2BATH 3 - 2BED+DEN+ 2BATH

C

20'-0"

K

CT

C C

28'-0"

PHASE 1B PHASE 1B

32'-0" 32'-0"

2

K DW

2

1

30 x 48

1

1

T

1 BED + 1BATH 570 SF 1 BED + 1BATH 570 SF

18"

1

K

C

30 x 48

1

C

30 x 48

1

DW

1

GREEN ROOF

C REF

1

DW

1

APARTMENTS

18"

1

18"

1

L/D

REF

1

B

REF

1

L/D

DW

1

B

28'-0"

1

6'-0"

1

28'-0"

1

6'-0"

2

1

1

RAMP UP RAMP UP

2

18"

32'-0" 32'-0" 32'-0" 32'-0"

2

30 x 48

214'-0" 214'-0"

2

1

3

D D B

L

2 BED + 2BATH 850 SF 2 BED + 2BATH 850 SF

B

B

L

B

31'-0"

1

31'-0"

308'-0"

LEVEL PLAN_PHASE + LEVEL 3_PHASE 1B_OFFICE+PARKING LEVEL 3-43-4 PLAN_PHASE 1A1A + LEVEL 3_PHASE 1B_OFFICE+PARKING WABASH DEVELOPMENT PARTNERS WABASH DEVELOPMENT PARTNERS

1

1

1

2

OFFICE OFFICE

WABASH TOWN CENTER WABASH TOWN CENTER

2

1

1

PARKING PARKING TOWER 1B TOWER 1B

PARKING AREA

2

1

1

STORAGE STORAGE

2

1

2

GREEN ROOF GREEN ROOF

2

1

1

STORAGE STORAGE

1

2

28'-0"

277'-0"

RAMP UP RAMP UP

OFFICE OFFICE

1

2

REF

277'-0" 277'-0"

1

T T T T

1

3

T T T T

PARKING PARKING TOWER 1A TOWER 1A

These properties create the density to support retail and amenities - and a center point for the neighborhood as a whole.

The Market data indicate there is a high-demand, for quality, apartment living with good transit (and highway) access in this portion of Baltimore City and County. Units will be highly contemporary in design, capable of supporting the latest in tech accommodating the mixed of transit-based AND work-from-home lifestyles that are in demand in the post-COVID era.

Two buildings, Phase 1A and 1B, will be constructed in the highest-density portion of the site and are programmed as mixed use. These properties include retail, parking, offices and market rate apartments. (Please see plan and Section) These buildings, with a total of apartment units, are the heart and anchor of the new community and are designed to take full advantage of the transit access.

PHASE 1B PHASE 1A

The building, each in Phase 1A and 1B are programmed as mixed use. They include retail, parking, offices and market rate apartments. Both buildings will be joined at the ground level to maximize the need for additional parking.

0' 10' 0' 10'

50' 50'50' 50'

100'

100'

A-5A-5

LEVEL 4-8 PLAN_PHASE 1A + LEVEL 4-5_PHASE 1B_MARKET RATE APT MARKET RATE APARTMENT

WABASH TOWN CENTER WABASH DEVELOPMENT PARTNERS

0' 10'

50' 50'

100'

A-6

TYPICAL APARTMENT UNIT PLAN

TYPICAL APARTMENT UNIT PLANS_PHASE 1A AND 1B

WABASH TOWN TYPICAL APARTMENT UNIT CENTER PLANS_PHASE 1A AND 1B WABASH DEVELOPMENT PARTNERS

5'

0' 0'

10' 5'

10'

A-7

BUILDING SECTION + RENDERING

532'

44'-0"

521' 532' 510'

510' 488' 499' 477'

22'-0" 26'-0"

466'

APT

APT

APT APT

APT APT

APT APT

APT APT

APT

OFFICE

APT PARKING

PARKING

OFFICE

APT PARKING

PARKING

OFFICE

PARKING

PARKING

OFFICE

PARKING

PARKING

RETAIL

456'

26'-0"

26'-0"

22'-0" 26'-0"

488' 466' 477' 456'

APT

APT 22'-0"

22'-0"

44'-0"

521' 499'

APT

RETAIL

PART BUILDING SECTION_PHASE 1A

WABASH TOWN CENTER WABASH DEVELOPMENT PARTNERS

0'

5'

10'

20'

A-8

1 1/2

1 1/2

PHASE 2B APARTMENTS

264'-0" 1 1/2

1 1/2 1 1/2

2

Designed around the concepts developed by Carehous (carehous.net), this building will be housing for a senior population with living units for their caregivers. Carehaus’s work is founded on the belief that older adults, disabled people, and those who care for them are integral to the well-being of these senior communities. Communal spaces will be designed to encourage interaction between seniors and their caregivers through various programs.

2

2 0" 4'10

104'-0"

/2

11

/2

11

/2

11

/2

11

/2

2

11

11

11

11

11

2

11

2

/2

/2

/2

/2

/2

This phase proposes 42 units of senior (age-restricted) multi-family housing units, 163 offstreet parking spaces and accessory common areas including a small bistro. The non-residential uses are intended for primary use by the residents.

2 - 2BED+2BATH ACCESSIBLE APARTMENT

LE

VE

L3

-5

LEVEL 3-5LEVEL PLAN_PHASE 2B_SL APARTMENTS 3-5 PLAN_PHASE

1 1/2 - 1 BED+1DEN+1BATH ACCESSIBLE APARTMENT

2B_SL APARTMENTS WABASH TOWN CENTER

WA PLA N_ P WA BA BA SH HA S SH DE TO E 2B VE _S LO W LA PM N PA C EN E TP RT AR NT M TN E R ENT ER S

WABASH DEVELOPMENT PARTNERS

S

0'

5'

10

'

20

' 40

'

B-7

0' 5' 10' 20'

40'

B-7

07

THE VILLAGES OF WHITE MARSH

Studio Architect l Associate

KPNARCHITECTS, llc 2017 - Present

Brief Description of Project Size : 20+ Acre Design Start : 2017 Setting :Residential The architectural standards proposed for the multifamily structures create a dynamic, cohesive and harmonious fit within the project as well as the overall community. The multifamily clusters are made up of “L” shaped buildings. The buildings act as a backdrop to the pedestrian and vehicular street patterns reinforcing and activating the space with building elements such as the outdoor balconies. The building configurations somewaht enclose the surface parking to aid in the screening of the parking from public view.

The exterior building material and color selctions were chosen based on their compatibility with the other residential building types within the project as well as the surrounding community.

Permanence and sustainability were other key factors in the selection of the exterior materials.

Responsibility Develop schematic design drawings for residential buildings at different phases of this project.

Prepare graphic materials and designs for studies and/or presentations to10/12/2018 the client. Develop design concepts, narratives, Revit models, 3D renderings, plans, sections, exterior elevations, and virtual reality presentations, as necessary, to effectively convey the design intent to clients.

A

B

C

D

E

F

G

J

H

K

A

B

C

D

E

F

G

J

H

K

1

1

1

261'-8"

1

THE MEADOW MILL 3600 CLIPPER MILL ROAD, SUITE 228 BALTIMORE, MD 21211 WWW.KPNARCH.COM

261'-8"

12'-4"

THE MEADOW M 3600 CLIPPER MILL ROAD BALTIMORE, MD 2 WWW.KPNARCH.

2

2 STORAGE

UNIT D 1375 SF

STORAGE

UNIT A.1 1092 SF

UNIT A2 840 SF

UNIT A 1095 SF

2

UNIT B 1207 SF

UNIT A2 840 SF

UNIT F 1515 SF

3

3

COMPACT CAR

3

THE VILLAGES OF WHITE MARSH

STORAGE ELEV 1 STAIR 1 ELEV 2 STORAGE

4

4

161'-1"

ELEVATOR MACHINE ROOM

UNIT E 1500 SF

STAIR 1

BATHROOM

UNIT A 1095 SF

UP

DN

UNIT A2 840 SF

UNIT A2 840 SF

3

UNIT C 1265 SF UNIT B2 1207 SF

4

5

5 UP

UNIT C 1265 SF

5 DN

(5) UNIT A2 (2) UNIT A (1) UNIT A.1 (1) UNIT B (1) UNIT B2 (2) UNIT C (2) UNIT D (2) UNIT E (1) UNIT F

6

6

6

1BR 1BR 1D 1BR 1D 2BR 2BR 2BR 2BR 3BR 3BR

B

C

D

E

F

G

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GARAGE FLOOR PLAN

29.2% 11.8% 5.9% 5.9% 5.9% 11.8% 11.8% 11.8% 5.9%

(5) 1BR

29.2%

(8) 1BR

46.9%

(6) 2BR

35.4%

(9) 2BR & 53.1% 1BR 1D

(3) 3BR

17.7%

(3) 3BR

100%

100%

STAIR 2

IT/ELEC CLOS

UNIT E 1500 SF

UNIT D 1375 SF

17.7%

6

100% 6'-11"

17 UNITS

Dwg. Name:

TYPICAL FLOOR PLAN

GARAGE FLOOR PLAN

A

B

D

C

E

F

J

H

G

K

7

GARAGE FLOOR PLAN B

C

D

E

SCALE: 3/32" = 1'-0"

261'-8"

F

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THE MEADOW MILL 1 3600 CLIPPER MILL ROAD, SUITE 228 BALTIMORE, MD 21211 WWW.KPNARCH.COM

UNIT D 1375 SF

UNIT A.1 1092 SF

UNIT A2 840 SF

UNIT A 1095 SF

UNIT B2 1207 SF

ELEV 2

4

161'-1"

4

UNIT C2 964 SF

UNIT A2 840 SF

5

5 DN

FIRST FLOOR PLAN 1BR 1BR 1BR 1D 1BR 1D 2BR 2BR 2BR 3BR 3BR

17 UNITS

29.2% 11.8% 11.8% 5.9% 5.9% 5.9% 11.8% 11.8% 5.9%

(10) 1BR 58.7%

(7) 1BR

23.6%

(9) 2BR & 41.2% 1BR 1D

(3) 3BR

17.7%

(3) 3BR

100%

IT/ELEC CLOS

K

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THE MEA 3600 CLIPPER MIL BALTIMOR WWW.KPN

2

3

3

FOURTH LEVEL

4

4

THIRD LEVEL

SECOND LEVEL

FIRST LEVEL

5

UNIT D 1375 SF

UNIT E 1500 SF

FRONT FACING ELEVATION SCALE: 3/32" = 1'-0"

6

17.7%

6

6

100%

7

Dwg. Name:

FIRST FLOOR PLAN

FRONT FACING ELEVATION

7

7

Dwg. Name:

FRONT FACIN SCALE: 3/32" = 1'-0"

B

5

GARAGE LEVEL

FIRST FLOOR PLAN A

H

2

41.1%

(4) 2BR

100%

STAIR 2

FIRST FLOOR PLAN 1

G

3

UNIT C2 964 SF

UNIT A2 840 SF

ELEVATOR LOBBY

7

F

70'-0"

UNIT A2 840 SF

ELEV 1

6

E

10'-9 3/4"

UNIT A 1095 SF

UP

DN

(5) UNIT A2 (2) UNIT C2 (2) UNIT A (1) UNIT A.1 (1) UNIT B (1) UNIT B2 (2) UNIT D (2) UNIT E (1) UNIT F

D

10'-9 3/4"

STAIR 1

C

10'-9 3/4"

UNIT E 1500 SF

B

UNIT F 1515 SF

IT/ ELEC CLOS

3

A

SCALE: 3/32" = 1'-0"

2

UNIT B 1207 SF

UNIT A2 840 SF

THE VILLAGES OF WHITE MARSH

2

1

TYPICAL FLOOR PLAN

10'-9 3/4"

A

Dwg. Name:

TYPICAL FLOOR PL

65'-0"

1

7

1

13'-0 1/4"

1

THE VILLAGES

A

UNIT A2 840 SF

5

STAIR 2

7

4

161'-1"

TRASH ROOM

UP

IT/ ELEC CLOS

THE VILLAGES

2 COMPACT CAR

C

D

E

F

G

H

J

K

1

FRONT FACING ELEVATION

SCALE: 3/32" = 1'-0"

THE MEADOW MILL 3600 CLIPPER MILL ROAD, SUITE 228 BALTIMORE, MD 21211 WWW.KPNARCH.COM

BALCONY

BALCONY

WALK-IN CLOSET

POWDER ROOM CL

S KITCHEN

HWH

UTILITY ROOM

BATHROOM MECH

W

MASTER BEDROOM

THE VILLAGES OF WHITE MARSH

LIVING/ DINING

BEDROOM

LIVING/ DINING

WALK-IN CLOSET

WALK-IN CLOSET

CL KITCHEN

BATHROOM

BATHROOM

D

UTILITY ROOM

UNIT B (1207 SF) D

UNIT A (1095 SF)

W

HWH

S

MASTER BEDROOM

THE VILLAGES OF WHITE MARSH

DEN/ OFFICE

MECH Dwg. Name

THE MEADOW MILL 3600 CLIPPER MILL ROAD, SUITE 228 BALTIMORE, MD 21211 WWW.KPNARCH.COM

THE MEADOW MILL 3600 CLIPPER MILL ROAD, SUITE 22 BALTIMORE, MD 21211 WWW.KPNARCH.COM

UNIT A (1095 SF)

Dwg. Name

MECH HWH

D

KITCHEN

BATHROOM

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

UTILITY ROOM

1

UNIT B (1207 SF)

BATHROOM BATHROOM

LIVING/ DINING

MASTER BEDROOM

BEDROOM BALCONY

CL

THE VILLAGES OF WHITE MARSH

WALK-IN CLOSET

BALCONY

S

CL

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

WALK-IN CLOSET

MASTER BEDROOM

CL LIN CL

BATHROOM

CL KITCHEN LIVING/ DINING

BEDROOM

S UTILITY ROOM MECH

BALCONY

UNIT C (1265 SF)

UNIT D (1375 SF)

W

HWH

D

THE VILLAGES OF WHITE MARSH

UNIT A (1095 SF)

W

1

UNIT B (1207 SF)

SCHEMATIC FRONT ELEVATION

Architecture FRONT ELEVATION / LONG VIEW

Multi-Family Building

Front Elevation / Long View 7/17/2017 THE MEADOW MILL AT WOODBERRY 3600 Clipper Mill Road l Suite 228 Baltimore l Maryland l 21211 Tel.443.682.7758 l Fax.443.863.6500 www.kpnarch.com

SCHEM

the villages of white marsh

SCHEMATIC FRONT ELEVATION

REAR ELEVATION / LONG VIEW

U:\Dieter\dwg\Planning\Exhibits\Patternbook\Architecture\Multi-Family\Multifamily Building [Front Elevations].JPG

Architecture

Architecture

Multi-Family Building

Multi-Family Building

SCHEMATIC FRONT ELEVATION / LONG VIEW

SCHEMATIC FRON NOTE: Elevations prepared by Henneman and Associates 10705 Charter Drive Suite 440 Columbia, MD 21044 410.992.4417 Elevations are for illustrative purposes only and are subject to change.

Clubhouse Lower Level 1/16”=1’-0” 9/27/2017

the villages of white marsh CLUBHOUS LOWER LEVEL

SCHEMATIC FRONT ELEVATION / SHORT VIEW

Clubhouse Upper Level 1/16”=1’-0” 9/27/2017

N.T.S.

19

the villages of white marsh

CLUBHOUS UPPER LEVEL

Architecture

Multi-Family Building

SCHEMATIC FRONT ELEVATION

FRONT CLUBHOUS ELEVATION

08

CHICAGO MIDTOWN ATHLETIC CLUB

Architect Intern

DMAC Architecture PC 2016

Brief Description of Project Size : 100,000sf Design Start : 2015 Constructions Start : 2017 Setting : Hospitality + Sport › Hotel Restaurant Sports Center Wellness/Spa DMAC’s bold and progressive design for the new expansion of Midtown Athletic club seeks to create a new statement and revitalize the stretch of Elston Ave. creating an exciting and vibrant ‘Midtown Corridor’, acting as a beacon to the City’s premier Athletic Club. The project includes a 100,000sf expansion to their facility, to include multiple swimming pools, progressive fitness areas, spinning, yoga & pilates studios, lockers rooms, spa and a 3000 sf restaurant. The new design that also has a 25,000 outdoor pool deck would provide dramatic views of the city and integrate green design elements like roof gardens and vegetation.

Responsibility Assists senior staff in verifying site details to support the design. Works with the project manager and project designer in creating buildings that serve the client’s needs and respond to their desired image, space, and aesthetic.

POOL STORAGE INDOOR POOL & DECK

B.OH.CORRIDOR

(M) SHOWERS

TEMP CLOSET

HYDRO.SPA POOL

TEMP CLOSET

STEAM

MECH

(W) SHOWERS

TEMP. CLOSET

(M) COMMON AREA

STEAM

SAUNA

ADA CHNG UNISEX

SERV ELEV

ENTRY VESTIBULE

OFFICE JAN.CL CHNG

SALES OFFICE

WAITING ELEV

PARKING GARAGE VESTIBULE

SHWR

SHWR

SHWR

SHWR

ELEV

MEN’S LOCKER

MEN’S GROOMING

CHNG

SHWR

ACCESSIBLE

ELEC PANEL RM

LANDING PIT

LOBBY ELEC PANEL

LAUNDRY

RECEPTION GM’S OFFICE FIRE PUMP KIDS CLUB

WATER HTR RM HOTEL MANAGER CORRIDOR HEAD PRO

FLOOR 1 KEY PLAN

BOH CORRIDOR

N

FITNESS & HOTEL ROOM RENDERING

ELEVATOR EL-4 VESTIBULE

STAIR ST1 WEST EL-01 KITCHEN

VESTIBULE

RESTAURANT

FITNESS

SPINNING

EL-02 VESTIBULE

DRY STORAGE

DRY STORAGE

ELEVATOR LOBBY

STAIR ST2

STAIR

GOLF SIMULATOR LANDING PIT

BREAK RM

GROUP

OFFICE

YOGA

GOLF SIMULATOR

DRY STORAGE

MIND/BODY

PILATES YOGA PREF

FLOOR 2 KEY PLAN

N

STORAGE STAIR ST-1 CORRIDOR

ELEV

STAIR ST7

ELEV

UTILITY

OFFICE

OFFICE STAIR ST3(EAST)

JAN CL

FLOOR 3 KEY PLAN

N

09

KULA BELGRADE SERBIA

Architectural Designer

Skidmore, Owings & Merrill LLP 2017

Brief Description of Project Size : 42-floor, 168-meter (551 ft) tall Design Start : 2015 Constructions Start : 2016 Setting : Mixed -use skyscraper Kula Belgrade is a 42-floor, 168-meter tall mixed-use skyscraper located in the Belgrade Waterfront on the bank of the Sava River, becoming the tallest building in the country. The tower will have a direct approach to a waterfront promenade, located in close proximity to Belgrade Fortress.

The tower, combining residential, commercial, hospitality and entertainment offerings, is made of concrete presenting steel structures on the podium on the ground floor, on secondary structures supporting the façade and on the top crown located on the top of the tower and developing for its last three floors.

The Kula Belgrade tower is the new landmark of the Serbian capital and is part of the 1.8 million square metre Belgrade Waterfront development, featuring world-class residences and offices, hotels, educational institutions, modern healthcare amenities, as well as a 1.8-kilometre long public waterfront edge and public parks.

Responsibility

Preparation of accurate architectural presentations, designs, details, and construction documents in REVIT, including plans, exterior elevations, and interior details.

NIGHT VIEW FROM PODIUM PLAZA

KULA BELGRADE Note: As this project is under construction, the data is based on the most reliable information currently available.

Official Name Kula Belgrade Name of Complex Belgrade Waterfront Structure Type Building Status Under Construction Country Serbia City Belgrade Building Function Residential / Hotel Proposed 2015 Construction Start 2016 Height: Architectural 168 m / 551 ft Floors Above Ground 42 Tower GFA 47,000 m² / 505,904 ft²

CONSTRUCTION BUILDING UNDER CONSTRUCTION

10

LIANG JIANG SALES DEPARTMENT DESIGN

Interior Designer

Zhong Heng Decoration 2009

Lianjian is a suburban county on the eastern coast of Fujian province, China. Due to its abundant amount of wet land resources in the Ming Jing River, Liangjian is flourished with rich fish resources. Not only does this contribute to economic growth, it further allows industries to develop and create more employment opportunities. And in 2009, I participated in the “LianJiang sales Department Overall Design and Planning”.

INTERIOR DESIGN Design inspiration from the building’s location on the Lian Jiang River and its close relationship to the local fishing industry, I used waves as a motif, creating the image of the department using flexible, wavy lines.

HAND SKETCH

HAND SKETCH 3D VIEW

SALES DEPARTMENTS 3D RENDERING

SALES DEPARTMENTS ELEVATIONS

SALES DEPARTMENT FINISHED WORK

11

CHICAGO OBAMA PRESIDENTIAL CENTER

Student Work

Architecture Grad Studio 5

The Barack Obama Foundation recently issued an RFP proposing a new standard for Presidential Libraries. Differentiating itself from other Presidential Libraries, I design will create an innovative place of engagement and vibrant community hub.

The building will be multi-level new construction not to exceed 70,000SF. The site will also include significant public space connections to public transportation and community thoroughfares.

SUSTAINABILITY : DAY LIGHTING

DESIGN CONCEPTS S STONY ISLAND AVE

HYDE PARK HIGH SCHOOL

PROPOSAL LIBRAY SITE LIBRARY SITE

BUILDING STRUCTURE

JACKSON PARK

CONNECTON

HYDE PARK HIGH SCHOOL

PROPOSAL LIBRAY SITE LIBRARY SITE

JACKSON PARK

CONNECTON

CONNECTON

HYDE PARK HIGH SCHOOL

PROPOSAL LIBRAY SITE LIBRARY SITE

JACKSON PARK

CONNECTON

CONNECTON

HYDE PARK HIGH SCHOOL

PROPOSAL LIBRAY SITE LIBRARY SITE

JACKSON PARK

CONNECTON

ARCHIVE PRESIDENT OFFICE AREA

SCHOOL EDUCATION

The different sizes of rectangles and squares cavities on the walkways are designed to create different lighting effects during different times of the day. At day time, the sun will create skylights down into the parking garage. At night, the lights in the parking garage will illuminate the walkways from below.

LIBRAY

EXIHIBITION

JACKSON PARK

The glass and steel are the predominant materials of the projects and the underground parking are complemented with concrete and steel structure.The structure of underground parking garage is directly related to the design of the aboveground walkways. The “Y” columns support are made with steel and concrete.

PANORAMIC VIEWS At the top of the Museum sits the Sky Room

The Museum’s Sky Room, located at the highest point, provides an opportunity for visitors to contemplate while enjoying breathtaking panoramic views of Lake Michigan towards the East, downtown Chicago’s towering skyscrapers in the North, and the West and South sides of Chicago.

OBAMA PRESIDENTIAL CENTER SITE PLAN A

A

SITE ANALYSIS

This library serves as a bridge of education to business and social interaction; and potentially acts as a model that not only reshapes the site and surrounding neighborhood, but also the concept of what a Presidential Library can be in the future.

selected works 2009-2023

OBAMA PRESIDENTIAL CENTER SITE PLAN A

GIFT SHOP

LOBBY

COURTYARD

TEMPORARY EXHIBITION AREA

PHOTO DISPLAY AREA

LECTURE HALL PERMANENT EXHIBITION AREA

A

SITE PLAN

LIBRARY STUDY

CAFETERIA AREA

MULTIMEDIA EXHIBITION AREA

NATURAL LIGHT CREATES SPACES. Natural light creates a connection between the interior and exterior spaces.

The library’s interior space has been meticulously crafted with a stepped design that progressively widens the view as one ascends the floors, facilitating an interactive relationship between individuals and the interplay of space, light, and surrounding scenery.

The diamond-shaped roof design of the main library building not only allows natural light to illuminate the interior space but also offers a magnificent view of Jackson Park’s picturesque scenery.

The new Museum building in the South Side will serve as a significant landmark, inviting visitors to Jackson Park and highlighting the Center as a historical civic hub. The design of the Museum embodies the concept of upward movement from the grassroots.

INTERIOR STUDY SPACES

The forthcoming Chicago Public Library branch will present interactive digital media zones and child-friendly amenities, informative and vocational resources for adults, and a reading room open for everyone to relish. This exceptional collaboration is a pioneer in its category and will furnish almost all residents of the South Side with nearby public library access, with a walking distance.

The courtyard, in the center of a building, allows natural light to flow into the surrounding interior spaces, creating a brighter and more inviting atmosphere. Additionally, the design of the courtyard can provide a visual and physical connection between different levels or sections of the building, encouraging exploration and movement throughout the space. This dynamic and interconnected layout can create a more engaging and lively environment for visitors.

12

FURNITURE DESIGN

Student Work

Architecture Grad Studio 5

Through a series of hands-on technical exercises and material investigations, I chose cardboard as my primary design material in my furniture design course, and I was excited to explore its endless possibilities. Cardboard is an incredibly versatile material that is widely used in various fields. Its sustainability and ease of processing made it a preferred material for many industries. In addition, the unique honeycomb geometry structure of cardboard provided incredible strength and flexibility for furniture design. I utilized computer 3D modeling and laser cutting to achieve my design concept.

TOOLS, MATERIALS, AND TECHNIQUES

Laser cutting technology is a powerful tool that has revolutionized the way architects and designers create physical models, mock-ups, and prototypes. By using computer-aided design software (CAD), architects can create precise 2D and 3D drawings that can be easily translated into laser cutter-readable files. These files can then be used to create intricate and detailed physical models and prototypes using a laser cutter. Laser cutters use a high-powered laser beam to cut, etch, or engrave a wide variety of materials such as wood, plastic, metal, and even stone. One of the main benefits of laser cutting technology is its ability to create extremely intricate and precise designs with ease.

I was able to create complex geometric patterns, intricate textures, and detailed engraving with the laser cutter, which would have been difficult or impossible to achieve with traditional methods. This allowed me to quickly and accurately create a series of physical models of my furniture designs.

CNC INTEGRATED FABRICATION Student Work

Architecture Grad Studio 2015

During my graduate studies in architecture, I took a course on CNC (Computer Numerical Control). Through the use of 3D modeling, I gained a fundamental understanding of the workflow from the computer to the machine and the post-processing steps required to finalize an object.

During the course, I explored the various possibilities of CNC and the aesthetic outcomes of using the machine. By the end of the course, I felt confident in my ability to use the CNC machine for my individual projects, such as furniture design. I have since integrated CNC fabrication into my practice as a designer, artist, and maker.

Design and mill a custom bowl Model Desk Accessory in Rhino Mill out on CNC using Horizontal Finishing.

ART AND FURNITURE DESIGN

Computer Numerical Control (CNC) technology is revolutionizing the way that artists and furniture designers create their work. CNC machines use computer-controlled tools to precisely and accurately cut, shape, and carve a wide range of materials, from wood and plastic to metal and stone. This allows artists and designers to create intricate and complex designs that would be difficult or impossible to achieve by hand.

One major advantage of CNC technology is its ability to produce multiple copies of a design with perfect accuracy, ensuring that each piece is identical. This is particularly useful for furniture designers who need to produce a large number of pieces that are all the same.CNC machines also allow for greater precision and detail in the work, enabling artists and designers to create intricate patterns, shapes, and textures that would be difficult or impossible to achieve by hand. This opens up new possibilities for creative expression and experimentation in both art and furniture design.

Overall, CNC technology has revolutionized the way that artists and designers create their work, allowing them to push the boundaries of what is possible and to create works of art and furniture that are truly unique and innovative.

Design and mill a custom bowl Model Desk Accessory in Rhino Mill out on CNC using Horizontal Finishing

13

FINE ART HANDSKETCHES

Student Work

Undergraduate Art Studio 2007

During my four-year college experience, I took professional sketching courses to enhance my ability to represent three-dimensional space through techniques like sketching plaster casts or live models. These courses helped me refine my hand-drawing skills.

SKETCHING IS A VISUAL ART During my graduate studies in architecture, I persisted in practicing sketching. By portraying architecture and landscapes, I consistently enhanced my comprehension of objects, space, and light. Sketching also enabled me to further cultivate my proficiency in visual representation, thereby facilitating more effective expression of my design concepts.

In my opinion, Sketching is a visual art that can help you improve your ability to express visually. Through sketching, you can learn how to accurately observe objects and depict observed details on paper.

Sketching can help you better understand three-dimensional space and represent it in your drawings. This is crucial for architecture and interior design, which involve designing and utilizing space. sketching is highly beneficial for architecture and interior design, as it can help improve hand-eye coordination, visual expression ability, spatial awareness, creativity, and drawing skills, allowing you to better express your design ideas and concepts.

THE DOORS OF CULTURE

THE DOORWAY IN KYOTO AND CHICAGO

2015

With a starting point of learning about doorway culture and design in Tokyo and Chicago, and thinking about how new materials and technologies transition into contemporary architecture, also plan to make scale model to apply these ideas to contemporary architecture and design.

Tradition Japanese doorways are so popular in Japan’s culture that they have come to be known in the western part of the world as one of the characterizing features of Japan and are definitely an iconic symbol of the country. Japanese gates have specific religious meaning, and more or less canonized building structure.

In order to deeply discover different period doorway of traditional Japanese buildings, I took a lot of photos in Japan, not only in Tokyo but also in Nara, Kyoto, and Osaka. Taking inspiration from these cities, my fragments of memories evoke me to continue learning about transitions in Japanese traditional technology.

The Doorway in Chicago (Laser Cut Halftone Picture) 13.5inx17.5in

The Doorway in kyoto (Laser Cut Halftone Picture) 13.5inx17.5in

CHICAGO WINTER PAINTING INSTITUTE

2015

In this Winter Painting Institute, I focused on the development of independent projects in the context of painting. The aim of this intensive course is to provide an environment for actively questioning the parameters and ambitions of artistic practice.

Process, experimentation, research and conversation will be prioritized over creating “finished” work.

The Top View of Chicago (Oil Painting on Canvas) 18inx24in

The Cityscape of Chicago (Oil Painting on Canvas) 18inx24in

The stree view of Sunset (Oil Painting on Canvas) 18inx24in

ART EXHIBITIONS

This course was designed for experienced students who were interested in developing their skills in advanced painting techniques and conceptual thinking. Throughout the course, I had the opportunity to work on individual painting projects while receiving expert guidance and constructive feedback from instructors and peers. The program concluded with an exhibition at the studio gallery where I was able to showcase my work to the public.

In general, the painting course covered multiple aspects that helped me enhance my painting skills from various perspectives and skill levels of art appreciation. This included instruction on color theory, composition, brushwork, and other essential techniques, as well as exposure to diverse styles and genres of painting. By exploring these different areas, I was able to gain a more well-rounded understanding of painting and strengthen my abilities as an artist.