Jiangshen Huang _ Architecture Portfolio

Page 44

selected works 2009 --- 2023

jiangshen Huang architecture
portfolio Email: Jasonhuang0121@gmail.com

Jiangshen Huang

Baltimore, MD 21202

Professional Experience:

KPN Architects, LLC

CURRICULUM VITAE

(916)346-9861 • Jasonhuang0121@gmail.com

Baltimore, MD

Studio Architect October 2017 to Present

• Coordinated with project managers with construction site measurements, developed architectural drawings and construction documentation to assist the project approval process

• Contributed design, production, coordination, and architectural detailing as part of a multi-disciplinary team

• Consulted in the coordination of engineering systems with engineers and consultants

• Maintained close communication with the project owner and consultants on project status, design intent, and concerns

• Prepared design sketches for moderate to complex site plans

• Collaborated with the project team in all the phases of a project– from project pursuit, pre-design, schematic design to construction documents

• Prepared required design documents including: floor plans, building sections, elevations, details, wall sections, schedules and more for each architectural phase of a project

Skidmore, Owings & Merrill LLP (SOM)

AS AN ACCOMPLISHED ARCHITECTURAL DESIGNER

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.

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.

Chicago, IL

Architectural Designer March 2017 to April 2017

• Worked closely with a senior staff on design tasks and project approval process

• Owned and kept design artifacts up-to-date to company stand

• Used Revit to create sketches, drawings, and construction documents that align with company and CAD/BIM standards

DMAC Architecture PC

Evanston, IL

Architect Intern November 2016 to February 2017

• Created visual presentations for key stakeholders and the project team

• Designed projects under direct supervision and contributed proactively to the project team

• Assisted in construction administration including responds to RFIs, preparing sketches and addendum’s (CCDs), visited the construction site to gather information and/or prepared a punch list

• Assisted in the production of bid documents for ongoing projects

• Worked closely with architects and supported senior staff

• Executed of all phases of the architectural process: measured drawings, schematic design, 3-D modeling, and construction documents

Zhong Heng Decoration Fujian, China

Interior Designer September 2008 to September 2009

• Formulated environmental plans to be informative and visually engaging to raise productivity and sell merchandise

• Worked closely with stakeholders to determine project details such as budget, architectural preferences, purpose, and function

• Determined material requirements and costs, and presented design to stakeholders for approval

• Advised stakeholders on interior design factors, such as space planning, layout, utilization of furnishings, equipment, and color coordination

• Planned and designed interior environments for boats, planes, buses, trains, and other enclosed spaces

Education: School of the Art Institute of Chicago (SAIC)

Chicago, IL Masters of Architecture 2016

Tokyo University of the Arts Tokyo, Japan Exchange Program (Micromodern Memories) 2016

Harvard University - Graduate School of Design Cambridge, MA Career Discovery Program (Architecture) 2014 Harold Washington College

Languages:

• Proficient in Mandarin, English, Taiwanese, Cantonese, and Hakka

Skills:

• Technical skills: Revit, Sketch Up, Rhinoceros, Ecotect Analysis, Bluebeam, Adobe Creative Suite, Auto CAD, Enscape, Lumion, Arduino, Grasshopper, Computer Numerical Control (CNC) Technology, Microsoft Office, Prezi

• Artistic skills: Sketching, Sculpture, Oil Painting, Lacquer Painting, Water Color Painting, and Decorative Painting

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.

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.

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.

Associates Degree
Bachelor of
Chicago, IL
2013 Min Jiang University Fujian, China
Arts 2011

ARCHITECTURE PORTFOLIO :

SELECTED WORKS 2009-2023

LIBRARY, THEATRE & FACULTY OFFICE COMPLEX

SUBURBAN ORTHODOX CONGREGATION TORAS CHAIM

COMMUNICATION ARTS & HUMANITIES BUILDING

COLLEGE OF HEALTH PROFESSIONS

RASH FIELD REDEVELOPMENT

PRINCE GEORGE’S COMMUNITY COLLEGE MARLBORO HALL

REISTERSTOWN METRO WABASH TOWN CENTER

CHICAGO MIDTOWN ATHLETIC CLUB

KULA BELGRADE IN SERBIA

LIANG JIANG SALES DEPARTMENT DESIGN

CHICAGO OBAMA PRESIDENTIAL CENTER

CHICAGO LIGHTING AND MANUFACTURE COMPANY

FURNITURE DESIGN PRACTICES & CNC INTEGRATED FABRICATION

FINE ARTS & THE DOORS OF CULTURE

selected works 2009-2023
Towson University College Health Professions Project ‐ ‐– Design 04‐The scale of the building the North façade along bringing the main Large glass the height the atrium, welcoming into this public The building form then begins erode toward the southwest down to stories, reducing the scale the building along pedestrian route of Towson Way and the adjacent buildings. Vegetated open quad 06, porch bordering edge quad connecting building surrounding landscape. These elements along with the overall design the building exterior have elegant and calming Southwest perspective – building down toward Way 01 02 03 04 05 06 07 08 09 10 11 12 13 14
Towson University College of Health Professions Project #19‐023 ‐ML –SOUTH STEPS WEST ATRIUM PREFUNCTION WABASH TOWN CENTER BUILDING SECTION_PHASE WABASHWABASHTOWNCENTER DEVELOPMENTPARTNERS LEVEL3-5PLAN_PHASE2B_SLAPARTMENTS B-7 0'5'10'20'40' 1/21/21/21/2 1/21/21/21/2
CONTENTS

LIBRARY, THEATRE & FACULTY OFFICE COMPLEX

Studio Architect l Associate

KPNARCHITECTS, llc 2017 - Present

Brief Description of Project

Size : 63,00sf

Design Start : 2018

Constructions Start : 2020

Setting : Academic

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

Responsibility

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.

CLIENT

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

DEVELOPER & BUILDER

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

01
UP PR M AD 2 PROMENADE EN AN E AZA WALKWAY WALKWAY AMPITHEATER LOADING UNLOADING T.O.SLAB 559.9' T.O.SLAB 559.9' T.O.SLAB 559.9' T.O.SLAB 556.4' T.O.SLAB 556.4' T.O.SLAB 559.9' T.O.SLAB 559.9' T.O.SLAB 559.4' T.O.SLAB 557.9' T.O.SLAB 556.4' T.O.SLAB 557.9' T.O.SLAB 556.4' ELEVATION 557.4' T.O.SLAB 559.4' T.O.SLAB 559.9'T.O.SLAB 559.9' T.O.SLAB 559.4' T.O.SLAB 557.9' T.O.SLAB 557.9' T.O.SLAB 559.9' T.O.SLAB 558.9' SP-01 SP-01 SP-02 SP-03 SP-04SP-04 SP-05 SP-05 T.O.SLAB 557.9' T.O.SLAB 557.9' T.O.SLAB 556.0' T.O.SLAB 556.0' T.O.SLAB 559.9' ELEVATION 556.9' ELEVATION 556.0' ELEVATION 555.0' ELEVATION 554.0' T.O.SLAB 550.0' T.O.SLAB 559.4' ELEVATION 556.4' T.O.SLAB 556.0' T.O.SLAB 559.9' 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' SP-06 BUILDING FOOTPRINT ROA WAY SEE C V L DRAW NGS FIRE ACCESS ROAD, SEE CIVIL DRAWINGS CONTROLJOINTS(CJ)15'0"ONCENTER(OC)TYP CJ17'5"OC 11' 6" 12' 6" C O N T R O L O IN T S O C 1 3 0 1 2 CJ9"OCCJ12'0"OC CJ15'0"OC SP-07 SP-07 SP-07 SP-07 SP-07 SP-07 CJ 90 " OC SP-08 SP-08 SP-08 C 1 1 O C T Y P T.O.SLAB 559.4' 0 D E E P T E R R A C E S SP-07 ALGCWTH TERACEDGE CJ13OC C13-6 OC CJ1212 OC CJ -9/2 OC 8 3 3 /4 C J T O B U IL D IN G CJ10'- 47/8"OCP CJ10'- 43/4"OC CJ16'- 37/8"O CJ16'- 0OCYP DGE TO BU LD I NG 76 1/8 " T RRACE STA R TO BU LD NG 66" STAIR W DT 53 / 8" RAMP W I DTH 51 1 / 2" ALNWTH STAIEDGE C J 3 3 /8 O C C J 4 3 O C C 1 8 O C ABCDEFGHJK C:\Users\oliver\Documents\(Revit Files)\Revit 2019\SUL 191031 Construction Documents_Central_owclemons3rd.rvt KEYNOTES SP-01PLANTING SP-02EMERGENCY SP-03BGETRANSFORMER SP-04DUMPSTERS SP-05BIKERACK SP-06SCREEN SP-07LINEOFBUILDING SP-08STAIRSWITH ABCDEFGHJK KPN ARCHITECTS PROJECT NUMBER: No.DateRevisions/Submissions hereby certify that these documents were prepared or approved by and that am a duly licensed professional architect under the laws State of Maryland, License No.: Exp. Date: SEAL: Date: Scale: Drawn/CheckBy: LM 7 6 5 4 3 8 9 954 Ridgebrook Road, Suite 120 Sparks, MD 21152 410.683.7004 ACOUSTICAL ENGINEER: 1220 North Fillmore Street, Suite 360 Arlington, VA 22201 703.243.6301 Shen Milsom & Wilke THEATRE CONSULTANT: 300 Raritan Ave, 2nd Floor Highland Park, NJ 08904 732.333.8003 Stages Consultants, LLC 3DesignDevelopmentCheck 02.28.2019 4DesignDevelopmentSet 04.10.2019 550%ConstructionDocuments 06.12.2019 675%ConstructionDocuments 07.31.2019 7100%ConstructionDocuments 11.04.2019 G001 1815 COVER SHEET Author November4,2019 LIBRARY, THEATRE & FACULTY OFFICE COMPLEX STEVENSON UNIVERSITY 100% CONSTRUCTION DOCUMENTS SET Owing Mills North Campus 11200 Gundry Lane Owings Mills, Maryland 21117 LOCATION MAP VICINITY PLAN NOT TO SCALE N N
PROJECTSITELOCATION SITE PLAN LOCATION MAP
selected works 2009-2023 UP UP UP UP 14 15 16 17 13 12 AC AD AE AF 11 BA BC 20 21 22 BB 10 18 CD CC CB A301 A301 3 A301 142 151 140B 141 168 169 161 154 166 154A 102 165 103 135 133 137 106 110A 107 108 153 121 122 123 126 125 124 120 118 104 111 136 166C 162 163A 163 140 119 S1131102A 112 E1134 S2110C A201 A201 109 30 31 32 33 34 35 132 151A 151B CA CE CF CG CH 152 110B 110 164 167 168A 169A 150 WALKWAY PROMENADE WALKWAY WALKWAY PROMENADE ENTRANCEP AZA INEOFCONCOURSEABOVE 37 38 AB AA A201 1 A201 101B 23 MATCH ESE A11 MATCH LINE SEE A112 MATCHLNESEE A1 MATCH LINE SEE A113 MATCH L NE SEE A112 MATCH L I NE SEE A111 36 100A 101A 116115114113 117 166B 100B A313 WALKWAY A313 5 A313 A313 No.DateRevisions/Submissions CIVIL, SITE, UTILITY ENGINEER: 30"X42", IT IS A REDUCED PRINT hereby certify that these documents were prepared approved me, and that am duly licensed professional architect under the laws the State of Maryland, License No.: Exp. Date: SEAL: Date: Scale: Drawn/CheckBy: 7 6 5 4 3 2 1 8 STRUCTURAL ENGINEER: 215 Schilling Circle, Suite 102 unt Valley, MD 21031 410.785.7423 Carroll Engineering MEP, FIRE PROTECTION, ENERGY ENGINEER: 757 Frederick Road, Suite 300 Catonsville, MD 21228 410.869.7282 SRBR Engineering 954 Ridgebrook Road, Suite 120 Sparks, MD 21152 410.683.7004 Matis Warfield DESIGN ARCHITECT: 309 Edgevale Road Baltimore, MD 21210 443.571.4435 Vertical Architecture Enterprises ACOUSTICAL ENGINEER: 1220 North Fillmore Street, Suite 360 Arlington, VA 22201 703.243.6301 Shen Milsom Wilke THEATRE CONSULTANT: 300 Raritan Ave, 2nd Floor Highland Park, NJ 08904 732.333.8003 Stages Consultants, LLC 3DesignDevelopmentCheckSet 02.28.2019 4DesignDevelopmentSet 04.10.2019 550%ConstructionDocuments 06.12.2019 675%ConstructionDocuments 07.31.2019 7100%ConstructionDocuments 11.04.2019 AM C:\Users\oliver\Documents\(Revit Files)\Revit 2019\SUL 191031 Construction Documents_Central_owclemons3rd.rvt 1/16"1'-0" OVERALL FLOOR PLAN - LEVEL 1 Author November4,2019 LIBRARY, THEATRE & FACULTY OFFICE COMPLEX STEVENSON UNIVERSITY 100% CONSTRUCTION DOCUMENTS SET Owing Mills North Campus 11200 Gundry Lane Owings Mills, Maryland 21117 109ELEVATORMACHINEROOM 110FRONTLIBRARY 110ALIBRARYREADINGAREA 110BLIBRARYQUIETSTUDYAREA 110CLIBRARYFLEXSPACE 111MULTIPURPOSEINSTRUCTIONROOM 112ELECTRICALROOM 113LIBRARYDIRECTOR 114ADMIN 115ADMIN 116ADMIN 117MEETINGROOM 118SHAREDRESOURCESTAFFBREAKROOM 119ITROOM 120PROCESSINGWORKAREA 121BOOKTRUCKDISEMBARKINGAREA 122STORAGE 123CARTSTORAGE 124STAFF 125STAFF 126STAFF 130CORRIDOR 131MOTHER'SROOM 132JANITORCLOSET 133EVENTSPACESTORAGE 134SPRINKLERROOM 135LOADINGDOCKTHEATRESTAGING 136MAINELECTRICALROOM 137DININGBOHCATERING 140SCENESHOP 140ASOUNDLOCK 140BSETMATERIALSTORAGE 141TOOLSTORAGE 142FACULTYOFFICE 150PRE-FUNCTION 151BLACKBOX 151ASOUND&LIGHTLOCK 151BSOUND&LIGHTLOCK 151CBLACKBOXSEATINGSTORAGE 152THEATREWING 153MAINIT 154COSTUMESHOP 154ACOSTUMESHOPSTORAGE 160CIRCULATION 161GREENROOM 162ACTINGLAB 163STAFF 163ASTAFF 164ENVIRONMENTALSERVICES 165PROPSTORAGE 166REHEARSALMOVEMENTSPACE 166ASOUNDLOCK 166BAVCLOSET 166CREHEARSALCLOSET 167ELECTRICALROOM 168DRESSINGROOM 168ATOILETSHOWER 169DRESSINGROOM 169ATOILETSHOWER E1-1ELEVATOR S1-1STAIR S2-1STAIR UP 14 15 16 17 13 12 AC AD AE AF 11 BA BC 20 21 22 BB 10 18 CD CC CB A301 A301 A301 211 250 260H 260A 262 201 260R 261R 261K 260J 260K 260L 260M 260N 260P 262A 223 234 232 231 230 233 211A 216215214 213 204 235 217 222 221 242 S2203 202 252 254 245 A201 A201 261H 261G 261E 261D 261C 261B 261A 251 255 212 219 224 253 218 S1261L 261M 261N 261P 260F 260E 260D 260C 260B 30 31 32 33 34 35 CA CE CF CG CH 210C 210B 210 220 200B 240B 240A 260 260G 261J 261 240 37 38 OPENTO BELOW OPENTO BELOW OPENTO BELOW OPEN TO BELOW OPENTO ABOVE OPENTO ELOW OPENTO BELOW AB AA CATWALK CATWALK A201 1 A201 4 BLACK BOXGALLERY 23 LOWROOF MATCHLNESEE A1 MATCH LINE SEE A122 MATCHLNESEE A 3 MATCH LINE SEE A123 MATCH L NE SEE A122 MATCH LINE SEE A121 255A 36 217A 217B A313 A313 A313 LOWROOF A313 7 6 5 4 3 2 8 AM C:\Users\oliver\Documents\(Revit Files)\Revit 2019\SUL 191031 Construction Documents_Central_owclemons3rd.rvt OVERALL FLOOR PLAN -LEVEL 2 ROOMSCHEDULE ROOMNO. 200UPPERLOBBY 200AFOYER 200BCONCOURSE 201JANITORCLOSET 202WOMENSRESTROOM 203MENSRESTROOM 204OUTDOORTERRACE 210QUIETREADINGROOM 210ALIBRARY 210BQUIETSOFTSEATING 210CQUIETREADINGROOM 211ARCHIVESREADINGROOM 211AARCHIVALCOLLECTIONS 212ELECTRICALROOM 213STUDYROOM 214STUDYROOM 215STUDYROOM 216STUDYROOM 217EVENTSPACE 217ASTORAGE 217BCOATS 218TOILET 219ITROOM 220CORRIDOR 221SMALLMEETINGROOM 222MEDIUMMEETINGROOM 223LARGEMEETINGROOM 224BOILERROOM 230RECEPTION 230APRINTERAREA 231DEAN 232ADMIN 233ADMIN 234DEAN 235STORAGE 240ASOUND&LIGHTLOCK 240BCONTROLBOOTHLIFT 242SOUNDEQUIPMENT& 245MECHANICALLOFT 250FACULTYCOMMONS 251ELECTRICALROOM 252ITROOM 253JANITORCLOSET 254MOTHER'SROOM 255STAFFBREAKROOM 255ASHAREDRESOURCE 256COURTYARD 260CIRCULATION 260ACENTRALIZEDSTORAGE 260BFACULTY 260CFACULTY 260DFACULTY 260EFACULTY 260FFACULTY 260GFACULTYCOMMONS 260HFACULTY 260JFACULTY 260KFACULTY 260LFACULTY 260MFACULTY 260NFACULTY 260PFACULTY 260RFACULTY 261CIRCULATION 261AFACULTY 261BFACULTY 261CFACULTY 261DFACULTY 261EFACULTY 261GFACULTY 261HFACULTY 261JFACULTYCOMMONS 261KFACULTY 261LFACULTY 261MFACULTY 261NFACULTY 261PFACULTY 261RFACULTY 262ADJUNCTFACULTYCOMMONS 262AFACULTYCOMMONS E1-2ELEVATOR S1-2STAIR S2-2STAIR S2-2ASTAIRVESTIBULE OVERALL FLOOR PLAN - LEVEL 1 OVERALL FLOOR PLAN - LEVEL 2
SCENESHOPROOF 14 15 16 17 13 12 11 ROOFT.O.S. 594'-6" 18 LIBRARY ARCHIVES READING ROOM & WORK AREA ARCHIVAL COLLECTIONS 2 A313 E-22E-04 E-03 E-06 MECH LOFT 3/8"13'6" LEVEL1 560'-0" LEVEL2 576'-6" ENTRYPLAZA 557'-0" ROOFT.O.S. 594'-6" EVENTSPACEROOF T.O.S. 581'-0" CA CF CH LOBBY UPPER LOBBY LOWER LOBBY CATWALK & GRID BLACK BOX THEATER PROMENADE ELEVATIONBEYOND VIEWATANGLE 3 A313 E-07E-02E-15 E-06E-04 E-26 CONTROL ROOM BLACK BOX SEATING STORAGE 13'6" 4'6" 16'6" 3'0" 37'6" DRESSING ROOM DRESSING ROOM FUNCTION E-17E-17 E-02E-16 ELECTRICAL DISEMBARKING AREA 20 21 22 ELEVATIONBEYOND VIEWATANGLE 23 E-19 MECH LOFT 1/16" = 1'-0" 1 SECTION -1 1/16" = 1'-0" 2 SECTION -2 E-03INSULATEDCEMENTBOARD,STRIATED E-04ALUMINUMCURTAINWALLSYSTEM E-06ROOFMONITOR E-07METALOVERHEADDOOR E-09ALUMINUMFRAMEDINSULATEDWINDOWS E-15METALSTAIRWITHSANDBLASTEDCONCRETETREADS E-16PAINTEDGYP.BD E-17WOODDOORSWITHMETALFRAME E-19INSULATEDCEMENTBOARD E-21ROOFTOPMECHANICALEQUIPMENT E-22BOOKSTACKS E-26BLACKBOXTENSIONGRID J J J UP LEVEL1 560'-0" LEVEL2 576'-6" ENTRYPLAZA 557'-0" SCENESHOPROOF T.O.S. 581'-0" 14 15 16 17 13 12 11 ROOFT.O.S. 594'-6" 18 FLEX SPACE READING AREA LIBRARY LIBRARY ARCHIVES READING ROOM & WORK AREA ARCHIVAL COLLECTIONS INFORMATION DESK 2 A313 E-22E-04 E-03 E-06 MECH LOFT 11'8 3/8"13'6" 4'6" 16'6" 3'0" 37'6" LEVEL1 560'-0" 576'-6" ENTRYPLAZA 557'-0" LOBBY LOWER LOBBY BLACK BOX THEATER PROMENADE E-07E-02E-15 BLACK BOX SEATING STORAGE 16'6" 3'0" ROOFT.O.S. 594'6" 30 31 32 33 34 35 MECH.ROOF WELL ROOF BEYOND 37 38 CIRCULATION 36 1 A313 E-19E-19 E-21E-21E-06E-09E-02E-09 2 A103 4 A313 2 A301 1 A301 A301 N 14 15 16 17 13 18 LS301 2 RECEPTION ELEVATIONBEYOND 2 A313 20 21 22 LOBBY EVENT SPACE ELEVATIONBEYOND VIEWATANGLE 23 E-19 MECH LOFT 1/16" = 1'-0" 3 SECTION -3 1/16" = 1'-0" 1 SECTION -1 J J J UP LEVEL1 560'-0" LEVEL2 576'-6" ENTRYPLAZA 557'-0" SCENESHOPROOF T.O.S. 581'-0" ROOFT.O.S. 594'-6" FLEX SPACE READING AREA LIBRARY LIBRARY ARCHIVES READING ROOM & WORK AREA ARCHIVAL COLLECTIONS INFORMATION DESK 2 A313 E-22E-04 E-03 E-06 MECH LOFT 11'8 3/8"13'6" 4'6" 16'6" 3'0" 37'6" LOWER LOBBY E-07E-02E-15 BLACK BOX SEATING STORAGE LEVEL2 576'6" ROOFT.O.S. 594'-6" 30 31 32 33 34 35 MECH.ROOF WELL FACULTY COMMONS ATRIUM ADJUNCT FACULTY COMMONS ROOF BEYOND SHARED RESOURCE 37 38 CIRCULATION 36 BLACKBOXGRID 581'-8" 1 A313 E-19E-19 E-06E-09E-02E-09 E-26 E-21E-21 2 A103 4 A313 12'10" 5'2" 16'6" 37'6" 2 A301 1 A301 3 A301 N 14 15 16 17 13 18 LS301 2 MEDIUM MEETING ROOM RECEPTION ADMIN ELEVATIONBEYOND 2 A313 LOBBY EVENT SPACE ELEVATIONBEYOND VIEWATANGLE E-19 MECH LOFT 1/16" = 1'-0" 3 SECTION -3 1/16" = 1'-0" 1 SECTION -1 ABCDEFGHJKLM 50'05'000000 25'1'1'1'1'12'4'3'1'2'1' 1/16"=1'-0"1/8"=1'-0"1/4"=1'-0"3/8"=1'-0"3/4"=1'-0"1"=1'-0"11/2"=1'-0"3"=1'-0" 8'

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.

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.

selected works 2009-2023 INTERIOR RENDERING
OUTDOOR GROUP STUDY SPACES INTERIOR SMALL GROUP STUDY LIBRARY AND STUDY SPACES

GREGATION TORAS CHAIM

Brief Description of Project

Size : 9,600sf

Design Start : 2019

Constructions Start : 2021( est.)

Setting : Religious

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.

Responsibility

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.

SUBURBAN ORTHODOX CON-
ABCDEFGHJK ABCDEFGHJK Date CIVIL, SITE, UTILITY ENGINEER: IF THIS DRAWING IS NOT 30"X42", IT IS A REDUCED PRINT hereby certify that these documents were prepared approved me, and that am duly licensed professional architect under the laws of the State Maryland, License No.: Drawn/CheckBy: M LM 7 6 5 4 3 2 1 8 9 5 4 3 2 1 ARCHITECT: 1800 Washington Blvd., Suite 414 Baltimore, MD 21230 443.682.7758 KPN ARCHITECTS STRUCTURAL ENGINEER: 215 Schilling Circle, Suite 102 Hunt Valley, MD 21031 410.785.7423 Carroll Engineering MEP, FIRE PROTECTION, & ENERGY ENGINEER: 757 Frederick Road, Suite 300 Catonsville, MD 21228 410.869.7282 SRBR Engineering 954 Ridgebrook Road, Suite 120 Sparks, MD 21152 410.683.7004 Matis Warfield DESIGN ARCHITECT: 309 Edgevale Road Baltimore, MD 21210 443.571.4435 Vertical Architecture Enterprises 5'50'05'00 25'1'1'1'1'12'4'3'1' 1/16"1'-0"1/8"1'-0"1/4"=1'-0"3/8"1'-0"3/4"1'-0"1"1'-0" 8' FOOD SERVICE: 8610 Washington Blvd., Suite 200 Jessup, MD 20794 410.792.8447 Savoy/Brown Consultants TECHNOLOGY, ACOUSTICAL, SECURITY 220 North Fillmore Street, Suite 360 Arlington, VA 22201 703.243.6301 SM&W Washington DC 4.10.2020 27.28.2020 10.14.2021PERMITSET 10/10/2021 3:51:55 PM SOC 200727 CD_central_detached.rvt COVER SHEET NEW SYNAGOGUE COMPLEX Suburban Orthodox Congregation Toras Chaim PERMIT SET 7504 Seven Mile Lane Pikesville, Maryland 21208 SUBURBAN ORTHODOX CONGREGATION TORAS CHAIM 7504 SEVEN MILE LANE PIKESVILLE, MARYLAND 21208 LOCATION MAP NEW SYNAGOGUE COMPLEX PERMIT SET N VICINITY PLAN N CLIENT Suburban Orthodox Congregation 7504 Seven Mile Lane, Pikesville, MD 21208 410.486.6114 DEVELOPER & BUILDER David S. Brown Enterprises, Ltd. 100 Painters Mill Road, Ownings Mills, MD 21117 410.363.3434 NOTE: REF. SHEET G-003 FOR ALTERNATES. ABCDEFGHJK ABCDEFGHJK 5'50'5'1'1' 25'12' 1/16"1'-0"1/8"=1'-0"1/4"1'-0"3/8"=1'-0" 8' 10/10/2021 3:51:55 PM SOC 200727 CD_central_detached.rvt SUBURBAN ORTHODOX CONGREGATION 7504 SEVEN MILE LANE PIKESVILLE, MARYLAND LOCATION MAP NEW SYNAGOGUE PERMIT SET VICINITY PLAN N
KPN ARCHITECTS, llc 2017 - Present Studio Architect l Associate
CAM CAM CAM CIVIL, SITE, UTILITY ENGINEER: State Maryland, SEAL: Scale: 1800 Washington Blvd., Suite 414 Baltimore, MD 21230 443.682.7758 KPN ARCHITECTS STRUCTURAL ENGINEER: Carroll Engineering MEP, FIRE PROTECTION, ENERGY ENGINEER: SRBR Engineering 954 Ridgebrook Road, Suite 120 Sparks, 21152 410.683.7004 309 Edgevale Road Baltimore, MD 21210 Vertical Architecture Enterprises FOOD SERVICE: 8610 Washington Blvd., Suite 200 Jessup, 20794 410.792.8447 Savoy/Brown Consultants 220 North Fillmore Street, Sutie 360 Arlington, VA 22201 SM&W Washington DC 2.26.2020 50% SET 7.14.2020 PRICING SET 20'-0" OCTOBER 2020 NEW SYNAGOGUE COMPLEX Suburban Orthodox Congregation Toras Chaim PRICING SET LOCATION MAP VICINITY MAP 02

BUILDING ELEVATION - EAST

BUILDING ELEVATION - SOUTH

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

selected works 2009-2023 KEY PLAN N
A4 A15 A1 A4 A2 A19 A18 A17 A9 A3 A4 A18 A7 A8 A5 A6 A1 A7 A8 A11 A21 A12 A11 A13 A4 A15 A2 A16 A1 A4 A4 A7 A14 A10 A2 A17 A6 A5 A14 A3 A6 A9 A12

BUILDING RENDERING

BAIS MEDRASH (MEN) 123A OUTDOOR COURTYARD SUKKAH TERRACE 106 A B C D 1 2 3 4 5 6 7 7.5 E F G H J 8 DRY STORAGE 139 CLASSROOM 5 126 JUDAIC LIBRARY CLASSROOM 125 MIKVAH RECEPTION 150 MEN'S RESTROOM 108 WOMEN'S RESTROOM 109 COATS 102 TOILET 117 OFFICE 118 CLASSROOM 3 135 LAUNDRY 151 MIKVAH POOL 154 BATH 152 BATH 153 0.5 A.5 B.2 B.8 C.7 D.5 E.5 F.5 G.3 G.10 1.2 1.4 1.5 2.3 2.4 3.9 3.8 5.1 6.1 CLASSROOM 4 127 CLASSROOM 2 128 CLASSROOM 129 LIBRARY HALL 124 TOILET 131 TOILET 132 UTILITY 121 STROLLER 122 COATS 113 SHARED OFFICE 120 OFFICE 119 HALL 114 RECEPTION 115 BREAKFAST 111 STORAGE 116 COATS 103 EAST VESTIBULE 100 LOBBY 101 SANCTUARY 104 SOCIAL HALL 105 WATER 149 HWH 148 ELECTRIC 147 WC 146 DAIRY KITCHEN 142 SOUTHWEST HALL 140 POOL EQUIP. 138 JANITOR 137 TELECOM 136 UTILITY 134 WEST HALL 133 WEST VESTIBULE 130 NORTH HALL 145 SOUTH VESTIBULE 112 EAST HALL 107 140'0" 183' 4" 7' - 0" 6'7" 44'8" 43'4" E.10 E.11 G.9 C.3 BAIS MEDRASH (WOMEN) 123B EXT. WEST VESTIBULE 130A 183'4" A422 1 A422 7 A423 1 A423 48' - 0" 161' 1" SERVING AREA 141 NORTHWEST HALL 144 MEAT KITCHEN 143 COOLER 142A COOLER 143A BABY CHANGING 110A MOM 110 A111 1 A112 27'4" 48' 0" VV VV V FREEZER 143B UP UP DN 9' 7" 4' 9" 4' 8" 13' 9" 13' 9" 63' 4" 183'5" 6' 10" 44' 8" 68' 6" ♿ ♿ ♿ ♿ ♿ ♿ ♿ 0' - 12" DN DN OFFICE WET BAR 118B OFFICE HALL 118A CLOSET 114A EXT. SOUTH VEST. 112A 0' - 6" 0' - 5" 0.3 B.3 B.6 ♿ ♿ NOTES: 1. SANCTUARY SEATING 2. REF. 3. REF. LOCATIONS 4. PROVIDE ROOMS: 5. PLEASE CONCRETE LEGEND: ABCDEFGHJK ABCDEFGHJK 7 6 5 4 3 2 1 8 9 050'05'00000 5'1'1'1'1'25'12'4'3'1'2' 1/16"1'-0"1/8"=1'-0"1/4"1'-0"3/8"1'-0"3/4"=1'-0"1"=1'-0"11/2"=1'-0" 8' 10/10/2021 3:38:57 PM SOC 200727 CD_central_detached.rvt 1/8" = 1'-0" 1 GROUND FLOOR PLAN MATCHLINE SEE A112 MATCHLINE SEE A111
COURTYARD NORTH FACING VIEW TO SOCIAL HALL
INTERIOR RENDERING OF SANCTUARY
VIEW OF HALLWAY

KEYNOTES

KeyValueKeynoteText

A-1BRICK,SMOOTHWHITEARCHITECTURALCMU,4X4X24, GROUNDFACE,BUFFCOLOR

A-2ARCHITECTURALCMUCORNICE,BUFFCOLORTWOCOURSES, 8"X16"X24"ON16"X16"X24"GROUNDFACE

A-3ARCHITECTURALCMUCOPINGCAP,BUFFCOLOR,4"X4"X24" GROUNDFACE

A-4THERMALLYBROKENINSULATEDALUMINUMWINDOW,PEWTER FRAME

A-5PRECASTWATERTABLE,BUFFCOLOR,SMOOTHFINISH

A-6ARCHITECTURALCMU,BUFFCOLOR,4"X12"X24"TEXTUREFACE

A-7ARCHITECTURALCMUBASE,BUFFCOLOR,4"X12"X24"CHISELFACE

A-8PRECASTDETAIL

A-122X6ALUMINUMCURTAINWALLSYSTEMREFCURTAINWALL SCHEDULE

A-14ALUMINUMSTOREFRONTDOORIN2X6ALUM.CURTAINWALLFRAME, PEWTERFINISH

A-23ROOFMOUNTEDSTRUCTURALPYRAMIDALSKYLIGHT

A-24METALTHROUGHWALLSCUPPERCONDUCTORHEADDOWNSPOUT

A-274"THK.STONEPANELINSECTIONSSCOREDFORRADIATINGLINE PATTERN

C-1ARMSTRONGCEILINGDESIGNFLEXSHAPESPATTERNSH10, REPEATPATTERNSIZE4'-8",CENTERCEILINGINROOM

C-2PAINTED5/8"THK.GYPSUMBOARDCEILING

C-9PAINTED5/8"THKGYPSUMBOARDBARRELVAULTCEILING.REFER BUILDINGSECTIONFORPROFILEANDHEIGHT C-11PAINTED5/8"THKEXT.GR.GYPSUMBOARDBARRELVAULTCEILING. REFERBUILDINGSECTIONFORPROFILEANDHEIGHT

C-15BASEBID:3/4"THKSLOPEDARMSTRONGWOODWORKSCHANNELED PLANKSUSPENDEDCEILING,51/2"X8'-0".NORTH-SOUTH ORIENTATION.1"WSLOTSBETWEENCEILINGCLOUDSFORLINEAR PENDANTLIGHTFIXTURES.REFERSHEETG-003FORALTERNATES #01A&#01B.

C-17BASEBID:3/4"THK.ARMSTRONGWOODWORKSCHANNELEDPLANK SUSPENDEDCEILING,1/2"X8'-0".REFERTORCPFORORIENTATION. ALTERNATE#01A:ARMSTRONGWOODWORKSGRILLE.REFERSHEET G-003FORALTERNATES#01A&#01B. C-31SEAMLESSACOUSTI-BUILTMINERALFIBERPANELSYSTEM COL-1PAINTEDGYPSUMBOARDCOLUMNCLADDING COL-2PAINTEDGYPSUMBOARDCOLUMNCLADDING,EXTENDSUPTO19'-8" DR-1WOODDOORINMETALFRAME(REFERDOORSCHEDULE) E-40FOUNTAINREFERDRAWINGSBYFOUNTAINMANUFACTURERAND INSTALLER GWB-1PAINTEDGYPSUMBOARDWALL GWB-2RECESSEDPAINTEDGYPSUMBOARDWALL

GWB-3PAINTEDGYPSUMBOARDBETWEENWINDOWS,REFERSHEETG-003

FORALTERNATE#04

MP-7BASEBID:1"THK.STONE;ALTERNATE#02:PAINTEDWOODPANEL WITHCIRCLEPATTERNANDFRAME

MP-8CUSTOMPATTERNEDPERFORATEDMETALSCREENINMETALFRAME, ALIGNEDWITHFACEOFOVERHEADENCLOSURE

OP-024"WIDEACOUSTICFOLDINGPARTITIONPANELTOPHUNG,MARKER BOARDSURFACEREFEROPERABLEPARTITIONDRAWINGS

R-5MECHANICALROOFTOPUNITONCURBS

R-11ROOFACCESSHATCH

R-12METALROOFLADDER

R-13METALROOFLADDERWITHCAGE

R-14ROOFMONITOR

R-18ACOUSTICALMECHANICALUNITMETALSCREENENCLOSURE

R-19TPOMEMBRANE

RB-14"RUBBERBASE

SH-2BUILT-INRECESSEDSHELVING,SECURETOFLOOR

SPT-1SCREENPARTITION

TL-143/4"HX12"LPOLISHED,PORCELAINTILEWALLBASE,CREMA

MARFILBYTILEBAR,COLOR:CREMAMARFIL;GROUTCOLOR:CLASSIC BONE

TR-1PAINTEDWOODTRIM(REFERDETAILFORPROFILE)

WB-14"HIGHPAINTEDWOODBASE

selected works 2009-2023 GROUND FLOOR COPING 24' T.O. WINDOW E-42 M2 M1M1 GROUND FLOOR 472' - 4" 4 5 6 7 COPING 24' - 0" 496' - 4" 3.9 3.8 5.1 6.1 A-3A-2 A-4 A-7A-5 R-8 W2 W2 W2 W2 T.O. WINDOW 487' - 4" A325 5 CW.3CW.2 A611 C2 W2 W2 W2 W2 W2 W2 SOUTHWEST HALL EAST HALL 133 123B 135B BOD HP 23' - 0" 495' - 4" A-1 A-6 MP-4E-42 A-14CW.2A-14 A-14 4'0" 3'0" 14'0" E-42 BOD 13' - 3 1/2" 485' - 7 1/2" M14 M1 M1 M1 M1 M1 M1 M1 M1 A-23 SP-1 SP-1 R-5R-13 8'0" E-36 8'-0" DATUM 480' - 4" GROUND FLOOR 472' - 4" D E F COPING 24' - 0" 496' - 4" C.7 D.5 E.5 E.10 E.11 A-3A-2A-7 E-42 A-5 A-7 A-20 A322 4 MP-1 A-22 T.O. WINDOW 487' - 4" SOCIAL HALL CLASSROOM 3 106C A-8 A-6 15' 0" 3'0" 8' 1" BOD 21' - 3" 493' - 10" BOD 14' - 10 1/2" 487' - 2 1/2" M11 M11 M13 4' 8" 4' - 8" 4' 8" 3' 0" 3' - 0" E-36 8'-0" DATUM 480' - 4" ABCDEFGHJK No.DateRevisions/Submissions CIVIL, SITE, UTILITY ENGINEER: hereby certify that these documents were prepared or approved and that am duly licensed professional architect under State Maryland, License No.: Exp. Date: 7SEAL: 6 5 4 3 8 9 7 6 5 4 3 8 954 Ridgebrook Road, Suite 120 Sparks, MD 21152 410.683.7004 Matis Warfield 05' FOOD SERVICE: 8610 Washington Blvd., Suite 200 Jessup, MD 20794 410.792.8447 Savoy/Brown Consultants TECHNOLOGY, ACOUSTICAL, SECURITY 220 North Fillmore Street, Suite 360 Arlington, VA 22201 703.243.6301 SM&W Washington DC 14.10.202050%CONSTRUCTION 10/10/2021 3:41:59 PM SOC 200727 CD_central_detached.rvt NEW SYNAGOGUE COMPLEX Suburban Orthodox Congregation Toras Chaim 7504 Seven Mile Lane Pikesville, Maryland 21208 1/8" = 1'-0" COURTYARD NORTH ELEVATION 1/8" = 1'-0" 2 COURTYARD SOUTH ELEVATION COURTYARD WEST ELEVATION COURTYARD NORTH FACING VIEW TO SOCIAL HALL 6 COURTYARD SOUTH FACING VIEW TO BAIS MEDRASH COURTYARD WEST FACING VIEW TO FOUNTAIN GROUND FLOOR COPING 24' 496' 4" 5.1 T.O. WINDOW NORTHWEST LOBBY 105E 11'0" 14'0" M2 M1M1 W2W2W2W2W2 GROUND FLOOR 472' - 4" 5 6 7 COPING 24' - 0" 496' - 4" 3.9 3.8 5.1 6.1 A-3A-2 A-4 A-7A-5 R-8 W2 W2 W2 W2 T.O. WINDOW 487' - 4" A325 5 CW.3CW.2 A611 C2 W2W2W2 W2W2W2 SOUTHWEST HALL EAST HALL 133 123B 135B BOD HP 23' - 0" 495' - 4" A-1 A-6 MP-4E-42 A-14CW.2A-14 A-14 4'0"3'0" 14'0" E-42 BOD 13' - 3 1/2" 485' - 7 1/2" M14 M1 M1 M1M1 M1M1M1M1 A-23 SP-1 SP-1 R-5R-13 8'0" E-36 8'-0" DATUM 480' - 4" D E F COPING 24' - 0" 496' - 4" C.7 D.5 E.5 E.10 E.11 A-3A-2A-7 MP-1 SOCIAL A-8 8'1" BOD 21' - 3" 493' BOD 14' 487' 4' - 8"4' 8"4' - 8"3' - 0" 3' - 0" 8' 480' A202 4 1 2 3 1/8" = 1'-0" 2 COURTYARD SOUTH ELEVATION 1/8" = 1'-0" COURTYARD WEST ELEVATION MEDRASH GROUND FLOOR 472' - 4" GROUND FLOOR 472' - 4" A B C D E F G H J COPING 16' - 0" 488' - 4" COPING 31' - 0" 503' - 4" COPING 31' - 0" 503' - 4" BOD 22'-11" 495' - 3" BOD 22'-11" 495' - 3" BOD 13' - 9" 486' - 1" 16'0" OFFICE RECEPTION OFFICE SHARED OFFICE COATS COATS 3 A326 A.5 B.2 B.8 C.7 D.5 E.5 F.5 G.3 G.10 E.10 E.11 G.9 C.3 3 A301 4 A301 31'0" HALL OFFICE HALL 2 A323 A324 A-6 A321 3 R-18 A-3 100A 100B SLOPE 1/4"/ FT SLOPE 1/4"/ FT SLOPE 1/4"/ FT SLOPE 1/4"/ FT A321 BOD HP 23' - 0" 495' - 4" BOD HP 13' - 0" 485' - 4" R 89 BOD 13' - 6" 485' - 10" BOD 21' - 3" 493' - 10" BOD 14' - 10 1/2" 487' - 2 1/2" M12 M12 M12 M12 M5A R-5R-19R-5 104A CW6CWCWCW5 W1 W1 W3 W3 W3 W3 GWB-1GWB-1GWB-1GWB-1GWB-1GWB-1GWB-1 WB-1GWB-1 GWB-2 GWB-2 MP-8MP-8 C-2C-2 C-2 C-2C-2 C-17 C-15 TR-1TR-1 WB-1 TL-1WB-1 TL-1 COL-1COL-1 WB-1TL-1RB-1RB-1 WB-1 B.3 B.6 8'-0" DATUM 480' - 4" GROUND FLOOR 472' - 4" GROUND FLOOR 472' - 4" A B C D E F G H J COPING 31' - 0" 503' - 4" COPING 31' - 0" 503' - 4" COPING 24' - 0" 496' - 4" COPING 24' - 0" 496' - 4" BOD 22'-11" 495' - 3" JUDAIC LIBRARY CLASSROOM LIBRARY HALL BAIS MEDRASH (MEN) OUTDOOR COURTYARD SUKKAH TERRACE A.5 B.2 B.8 C.7 D.5 E.5 F.5 G.3 G.10 E.10 E.11 G.9 C.3 A301 A301 7'0" 31'0" T.O. WINDOW 487' - 4" SOCIAL HALL R-5 A325 4 A-3 A321 A321 3 106C 105G A325 5 A-6 SLOPE 1/4"/ FT SLOPE 1/4"/ FT E-40 BOD HP 23' - 0" 495' - 4" BOD HP 13' - 0" 485' - 4" A-8A-2 A-7 A-27 A-14 A-23 A322 33 A621 BOD 14' - 10 1/2" 487' - 2 1/2" FOUNTAIN R-5 R-12 R-14 M3 M3 M3 M13 M11 M11 130A OP-02 GWB-2 GWB-2GWB-2 GWB-1 SPT-1SH-2SH-2 TR-1 TR-1 GWB-1 C-31C-2C-31C-2C-31 A-4 GWB-3 COL-1COL-1 C-1C-2 DR-1 105F C-17A-4GWB-3C-2C-17 GWB-3A-4 COL-2 COL-2 WB-1 R-13 A511 8 B.3 B.6 8'-0" DATUM 480' - 4" 1 8 ABCDEFGHJK CIVIL, SITE, M 5 4 3 2 1 5 4 3 2 1 ARCHITECT: 1800 Washington Baltimore, MD 443.682.7758 KPN ARCHITECTS STRUCTURAL 215 Schilling Hunt Valley, 410.785.7423 Carroll Engineering MEP, FIRE 757 Frederick Catonsville, 410.869.7282 SRBR Engineering 954 Ridgebrook Sparks, MD 410.683.7004 Matis Warfield DESIGN ARCHITECT: 309 Edgevale Baltimore, MD 443.571.4435 Vertical Architecture FOOD SERVICE: 8610 Washington Jessup, MD 410.792.8447 Savoy/Brown TECHNOLOGY, 220 North Fillmore Arlington, VA 703.243.6301 SM&W Washington COMPLEX 1/8" = 1'-0" 1 North-South Section Looking East 1/8" = 1'-0" 2 North-South Section Looking West
GROUND FLOOR 472' - 4" 4 3'-8" MASONRY WALL BASE DATUM 476' - 0" COPING 24' - 0" 496' - 4" 4" x 4" x 24" ARCHITECTURAL CMU COPING GROUND FACE FINISH 4" ARCHITECTURAL CMU CORNICE 1 SETBACK @ EACH COURSE 2" x 6" ALUMINUM REINFORCED CURTAIN WALL GLAZING PRECAST SILL BEYOND 12" 24" ARCHITECTURAL CMU CHISEL FINISH EXPANSION JOINT AND SEALANT CONCRETE PAVER 1/8" JOINT ON PAVER MASTIC SLOPE TO TRENCH DRAIN 3/4" BITUMINOUS SETTING BED CONCRETE BASE COARSE AGGREGATE COMPACT SUBGRADE CONCRETE FOOTING CURVED 5/8" THK GYP. BOARD CEILING SCHEDULED FLOORING VAPOR BARRIER LOBBY COURTYARD 12" 24" ARCHITECTURAL CMU TEXTURE FACE FINISH + 2" AIR SPACE 2" BOARD INSULATION + VAPOR BARRIER ON EXT. GRADE SHEATHING ON 6" METAL STUDS @ 16" O.C W/ BATT INSULATION 5/8" THK GYP. BD INTERIOR FINISH MASONRY FOUNDATION 12" H ARCHITECTURAL CMU TEXTURE FACE FINISH SLOPED STEEL STRUCTURAL FRAMING BOD LP 22' - 6" 494' - 10" 1' 8" TPO ROOFING MEMBRANE ON COVER BOARD ON 6"MIN. BOARD INSULATION ON VAPOR BARRIER ON ROOF BOARD ON METAL DECK P.T. WOOD BLOCKING BENT STEEL PLATE METAL PLATE ANCHOR @ VERTICAL MASONRY JOINT 0' 8" 0'6" BOD HP 23' - 0" 495' - 4" ALUMINUM 2" 6" CURTAIN WALL W/ INSULATED GLAZING 1' 4" 5/8" THK PAINTED GWB CURVED CEILING METAL FLASHING 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 PAINTED STEEL LINTEL, REFER G-003 FOR ALTERNATURE #03 1' 7" METAL PERFORATED PANEL IN 2X4 METAL FRAME IN OPENING IN EXTERIOR PARAPET WALL, PEWTER COLOR 1' 4" GYPSUM BOARD CURVED SOFFIT BEYOND 2' 0" ARCH RADIUS = 12' 0" 2' 0" 20'0" 4" X 4" X 24" BRICK MASONRY VENEER SMOOTH FINISH ARCHITECTURAL CMU "GROUND FACE FINISH" 8'-0" DATUM 480' - 4" CONCRETE SLAB ON GRADE GROUND FLOOR 472' - 4" COPING 24'496' - 4" ARCHITECTURAL CMU COPING GROUND FACE FINISH 4" PRECAST COPING METAL FLASHING METAL HORIZONTAL TIES @ EACH COURSE 4" THK ARCHITECTURAL CMU WEEP VENT AT MASONRY JOINT STEEL ANGLE LINTEL PERFORATED METAL PANEL IN METAL FRAME PEWTER COLOR 4" THK PRECAST SURROUND 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 METAL FLASHING STEEL LINTEL 6' HIGH DECORATIVE 4" THK SCORED PART STONE PANEL SUPPORTED BY METAL TIES TO METAL STUD WALL DECORATIVE METAL FOUNTAIN PIPE W/ ESCUTCHEON BY FOUNTAIN MANUFACTURER & INSTALLER 1" THK PRECAST CAP CERAMIC TILE ON WALL AND FLOOR 8" THK CONCRETE WALL CONCRETE PAVER 3/4" BITUMINOUS SETTING BED CONCRETE FOOTING TIES IN METAL VERTICAL JOINTS OF MASONRY COPING BOTH SIDES BENT STEEL PL BOTH SIDES OF POST 4" ARCHITECTURAL CMU CORNICE 1" SETBACK @ EACH COURSE 6" METAL STUD W 1/2" EXT. SHEATHING BOTH SIDES STEEL STRUCTURAL POST REFER STRUCTURAL DRAWING SLOPED METAL CAP AT SILL TPO FLASHING TPO ROOFING MEMBRANE ON LOUVER BOARD ON INSULATION ON VAPOR BARRIER ON ROOF BOARD ON METAL DECK EXT. GRADE WOOD BLOCKING SCHEDULED CEILING GYP. BOARD COVER @ STEEL COLUMN JOINT REINFORCEMENT @ 12" O.C SCHEDULED BASE FLOOR AS SCHEDULED METAL FLASHING METAL TRIM MORTAR MANAGEMENT SYSTEM MOVEMENT JOINT STEEL TUBE BEAM STEEL BEAM METAL FLASHING WEEP VENT METAL FLASHING METAL DECK STEEL TRUSS SLOPED MOVEMENT JOINT PRECAST PANEL 1 FROM ARCHITECTURAL CMU ON WALL BOD HP 13'486' - 1" FLOOR DRAIN METAL PLATE ANCHOR @ VERTICAL MASONRY JOINT BENT STEEL PLATE 4" ARCHITECTURAL CMU CORNICE 1" SETBACK @ EACH COURSE "GROUND FACE FINISH" 2" THK PRECAST SILL METAL HORIZONTAL TIES 0'6" CMU FINISH "TEXTURE FACE" CERAMIC TILE ON WALL 10'4" 2" BOARD INSULATION 8'-0" DATUM 480' - 4" CONCRETE SLAB ON GRADE D.5 PRECAST PANEL 1 PROJECTION FROM ARCHITECTURAL CMU ON WALL 0' 10" 1'0" 3'0" 1' 0" PRECASTSILL LIGHTFIXTURE REFERELECTRICAL TWO COURSES 16" 24" 4" + 8" x 24" 4" ARCHITECTURAL CMU CORNICE "GROUND FACE FINISH" FIREALARM, REFFIRE PROTECTION DWGS 8'0" 1' 7" 14'0" 106A ALUMINUMANDGLASSDOOR IN2"x6"ALUMINUMCURTAINWALL SYSTEM 5'9" ARCHITECTURAL CMU " TEXTURE FACE FINISH AT ARCH A322 1' 0" 6'0" ABCDEFGHJK KPN ARCHITECTS PROJECT NUMBER: Revisions/Submissions CIVIL, SITE, UTILITY ENGINEER: IF THIS DRAWING IS NOT 30"X42", IT IS A REDUCED PRINT hereby certify that these documents were prepared approved by me, and that am a duly licensed professional architect under the laws of the Exp. Date: Drawn/CheckBy: 7 6 5 4 3 2 1 8 9 1800 Washington Blvd., Suite 414 STRUCTURAL ENGINEER: 215 Schilling Circle, Suite 102 Hunt Valley, MD 21031 MEP, FIRE PROTECTION, & ENERGY ENGINEER: 757 Frederick Road, Suite 300 954 Ridgebrook Road, Suite 120 Architecture Enterprises 5'50'05'00 25'1'1' 12' 1/16"=1'-0"1/8"=1'-0"1/4"=1'-0"3/8"=1'-0" 8' 8610 Washington Blvd., Suite 200 Savoy/Brown Consultants TECHNOLOGY, ACOUSTICAL, SECURITY 220 North Fillmore Street, Suite 360 SM&W Washington DC 50%CONSTRUCTIONDOCUMENTS PRICINGSET 10.14.2021PERMITSET 10/10/2021 3:43:12 PM SOC 200727 CD_central_detached.rvt Asindicated A322 WALL SECTIONS Author OCTOBER14,2021 NEW SYNAGOGUE COMPLEX Suburban Orthodox Congregation Toras Chaim PERMIT SET 7504 Seven Mile Lane Pikesville, Maryland 21208 3/4" = 1'-0" 1 WALL SECTION COURTYARD AND LOBBY WALL SECTION -COURTYARD 3/4" = 1'-0" 2 PART EXT. WALL ELEVATION -COURTYARD EAST PART EXT. WALL ELEVATION -COURTYARD WEST GROUND FLOOR 472' - 4" 4 3'-8" MASONRY WALL BASE DATUM 476' - 0" COPING 24' - 0" 496' - 4" 4" x 4" x 24" ARCHITECTURAL CMU COPING GROUND FACE FINISH 4" ARCHITECTURAL CMU CORNICE SETBACK @ EACH COURSE 2" x 6" ALUMINUM REINFORCED CURTAIN WALL GLAZING PRECAST SILL BEYOND 12" 24" ARCHITECTURAL CMU CHISEL FINISH EXPANSION JOINT AND SEALANT CONCRETE PAVER 1/8" JOINT ON PAVER MASTIC SLOPE TO TRENCH DRAIN 3/4" BITUMINOUS SETTING BED CONCRETE BASE COARSE AGGREGATE COMPACT SUBGRADE CONCRETE FOOTING CURVED 5/8" THK GYP. BOARD CEILING SCHEDULED FLOORING VAPOR BARRIER LOBBY COURTYARD 12" 24" ARCHITECTURAL CMU TEXTURE FACE FINISH + 2" AIR SPACE + 2" BOARD INSULATION + VAPOR BARRIER ON EXT. GRADE SHEATHING ON 6" METAL STUDS @ 16" O.C W/ BATT INSULATION + 5/8" THK GYP. BD INTERIOR FINISH MASONRY FOUNDATION 12" H ARCHITECTURAL CMU TEXTURE FACE FINISH SLOPED STEEL STRUCTURAL FRAMING BOD LP 22' - 6" 494' - 10" 1' 8" TPO ROOFING MEMBRANE ON COVER BOARD ON 6"MIN. BOARD INSULATION ON VAPOR BARRIER ON ROOF BOARD ON METAL DECK P.T. WOOD BLOCKING BENT STEEL PLATE METAL PLATE ANCHOR @ VERTICAL MASONRY JOINT 0' 8" 0'6" BOD HP 23' - 0" 495' - 4" ALUMINUM 2" x 6" CURTAIN WALL W/ INSULATED GLAZING 1' 4" 5/8" THK PAINTED GWB CURVED CEILING METAL FLASHING 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 PAINTED STEEL LINTEL, REFER G-003 FOR ALTERNATURE #03 1' - 7" METAL PERFORATED PANEL IN 2X4 METAL FRAME IN OPENING IN EXTERIOR PARAPET WALL, PEWTER COLOR 1' 4" GYPSUM BOARD CURVED SOFFIT BEYOND 2' 0" ARCH RADIUS = 12' 0" 2' 0" 20'0" 4" X 4" X 24" BRICK MASONRY VENEER SMOOTH FINISH ARCHITECTURAL CMU "GROUND FACE FINISH" 8'-0" DATUM 480' - 4" CONCRETE SLAB ON GRADE GROUND FLOOR 472' - 4" 7 COPING 24' - 0" 496' - 4" ARCHITECTURAL CMU COPING GROUND FACE FINISH 4" PRECAST COPING METAL FLASHING METAL HORIZONTAL TIES @ EACH COURSE 4" THK ARCHITECTURAL CMU WEEP VENT AT MASONRY JOINT STEEL ANGLE LINTEL PERFORATED METAL PANEL IN METAL FRAME PEWTER COLOR 4" THK PRECAST SURROUND 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 METAL FLASHING STEEL LINTEL 6' HIGH DECORATIVE 4" THK SCORED 2 PART STONE PANEL SUPPORTED BY METAL TIES TO METAL STUD WALL DECORATIVE METAL FOUNTAIN PIPE W/ ESCUTCHEON - REFER DWGS BY FOUNTAIN MANUFACTURER & INSTALLER 1" THK PRECAST CAP CERAMIC TILE ON WALL AND FLOOR CERAMIC TILE CAP 8" THK CONCRETE WALL @ FOUNTAIN CONCRETE PAVER 1/16" JOINT ON PAVER MASTIC 3/4" BITUMINOUS SETTING BED CONCRETE BASE COMPACT SUBGRADE COARSE AGGREGATE CONCRETE FOOTING MASONRY FOUNDATION TIES IN METAL VERTICAL JOINTS OF MASONRY COPING BOTH SIDES BENT STEEL PL BOTH SIDES OF POST 4" ARCHITECTURAL CMU CORNICE 1" SETBACK @ EACH COURSE 6" METAL STUD W 1/2" EXT. SHEATHING BOTH SIDES STEEL STRUCTURAL POST REFER STRUCTURAL DRAWING SLOPED METAL CAP AT SILL TPO FLASHING TPO ROOFING MEMBRANE ON LOUVER BOARD ON INSULATION ON VAPOR BARRIER ON ROOF BOARD ON METAL DECK EXT. GRADE WOOD BLOCKING SCHEDULED CEILING GYP. BOARD COVER @ STEEL COLUMN JOINT REINFORCEMENT @ 12" O.C SCHEDULED BASE FLOOR AS SCHEDULED 1' 4" 1' 0" METAL FLASHING METAL TRIM MORTAR MANAGEMENT SYSTEM MOVEMENT JOINT T.O. WINDOW 487' - 4" 8'0" 7' 0" STEEL TUBE BEAM STEEL BEAM METAL FLASHING WEEP VENT METAL FLASHING METAL DECK STEEL TRUSS SLOPED MOVEMENT JOINT PRECAST PANEL 1 PROJECTION FROM ARCHITECTURAL CMU ON WALL BOD HP 13' - 9" 486' - 1" 1' 3" 0' 1" 0' 11" FLOOR DRAIN METAL PLATE ANCHOR @ VERTICAL MASONRY JOINT BENT STEEL PLATE 4" ARCHITECTURAL CMU CORNICE 1" SETBACK @ EACH COURSE "GROUND FACE FINISH" 2" THK PRECAST SILL METAL HORIZONTAL TIES 1' 7" 0'6" CMU FINISH "TEXTURE FACE" CERAMIC TILE ON WALL 1' 4" 10'4" 2" BOARD INSULATION 8'-0" DATUM 480' - 4" CONCRETE SLAB ON GRADE D.5 PRECAST PANEL 1 PROJECTION FROM ARCHITECTURAL CMU ON WALL 0' 10" 1'0" 3'0" 1' 0" PRECASTSILL LIGHTFIXTURE REFERELECTRICAL TWO COURSES 16" x 24" x 4" + 8" 24" 4" ARCHITECTURAL CMU CORNICE "GROUND FACE FINISH" FIREALARM, REFFIRE PROTECTION DWGS 8'0" 1' 7" 14'0" 106A ALUMINUMANDGLASSDOOR IN2"x6"ALUMINUMCURTAINWALL SYSTEM 5'9" ARCHITECTURAL CMU TEXTURE FACE FINISH AT ARCH 3 A322 1' 0" 1' 0" 2'0" 4' 0" 0' 4" 1'4" 0'8" 3'0" 6'0" 6'0" 3'0" 9' 5" 2'8" 0' 4" 4' 4" ABCDEFGHJK No.Date CIVIL, SITE, hereby certify and that am State Maryland, License SEAL: Date: Scale: Drawn/CheckBy: LM 7 6 5 4 3 2 1 8 9 7 6 5 4 3 2 1 8 9 ARCHITECT: 1800 Washington Baltimore, 443.682.7758 KPN ARCHITECTS STRUCTURAL 215 Schilling Hunt Valley, 410.785.7423 Carroll MEP, FIRE 757 Frederick Catonsville, 410.869.7282 SRBR 954 Ridgebrook Sparks, 410.683.7004 Matis DESIGN 309 Edgevale Baltimore, 443.571.4435 Vertical 050'05'000 5'1'1'1'1'25'12'4'3'1'2'1' 1/16"=1'-0"1/8"=1'-0"1/4"=1'-0"3/8"=1'-0"3/4"1'-0"1"=1'-0"1/2"=1'-0"3"1'-0" 8' FOOD SERVICE: 8610 Washington Jessup, 410.792.8447 Savoy/Brown TECHNOLOGY, 220 North Arlington, 703.243.6301 SM&W 14.10.2020 27.28.2020 310.14.2021PERMIT 10/10/2021 3:43:12 PM SOC 200727 CD_central_detached.rvt WALL NEW SYNAGOGUE COMPLEX 3/4" = 1'-0" 1 WALL SECTION COURTYARD AND LOBBY 3/4" = 1'-0" 3 WALL SECTION -COURTYARD 3/4" = 1'-0" 2 PART EXT. WALL ELEVATION -COURTYARD EAST 3/4" = 1'-0" 4 PART EXT. WALL ELEVATION -COURTYARD WEST

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.

selected works 2009-2023 INTERIOR RENDERING

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.

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.

                                                COMMUNICATION ARTS & HUMANITIES
BUILDING
SITE MAP VICINITY MAP LOCATION MAP 03

Bowie State University

Communication Arts and Humanities Building

UMCP Project #15‐669‐518‐00

100% Construction Documents

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

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

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

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 2 - DEPARTMENTS LEVEL 3 - DEPARTMENTS

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.

selected works 2009-2023
CONSTRUCTION SITE PICTURE CONSTRUCTION SITE PICTURE

PROFESSIONS

Studio Architect l Associate

KPNARCHITECTS, llc 2017 - Present

Brief Description of Project

Size : 129,000sf

Design Start : 2019

Constructions Start : 2021( est.)

Setting : Academic

The scale of the building is 6 stories on the North facade along University Avenue, bringing prominence to the main entry. Large glass spans the height of the east atrium, welcoming everyone into this public space. The building form then begins to erode toward the southwest corner, down to 4 stories, reducing the scale of the building along pedestrian route of Towson Way and the adjacent campus buildings. Vegetated roof terraces face the open quad on levels 05 and 06, and the front porch bordering the edge of the quad on Level 02, further connecting the building with nature and the surrounding landscape. These elements along with the overall design of the building exterior have an elegant and calming presence.

Responsibility

3D Revit modeled interior spaces, which included producing and detailing the partition schedule representing acoustic, smoke, and fire-rated wall assemblies, coordinated with life safety and acoustic documents. Produced toilet layouts, elevations, and details, while coordinating with the design team on finish layouts and owner’s standards for fixtures and accessories. Reviewed the owner’s signage design standards and produced a signage schedule and drawings.

presence.
COLLEGE OF HEALTH
04
selected works 2009-2023 TRUE NORTH SHEET NUMBER Approved Checked Drawn Job Number PLUMBING, FIRE PROTECTION & FIRE ALARM A20-01 AXON VIEWS COLLEGE OF HEALTH PROFESSIONS 100% CONSTRUCTION DOCUMENTSSEPTEMBER 17, 2021 14315 Jarrettsville Pike, Phoenix, MD 21131 501 Fairmount Ave., Suite 205, Towson, MD 21286 1306 Concourse Dr #100, Linthicum Heights, MD 21090 1801 Research Blvd, Suite 100, Rockville, MD 20850 40 Wight Avenue, Hunt Valley, MD 21030 1800 Washington Blvd, Suite 414, Baltimore, MD 2123 Convergent Technologies Design Goup 6501 York Rd, Baltimore, MD 21212 8000 York Road, Towson, MD 21252 MCLA Architectural Lighting Design 1000 Potomac St. NW #121, Washington, DC 20007 1 SW AXON 2 NW AXON MARK 95% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS MASTER PLAN INTEGRATION BUILDING UNDER CONSTRUCTION NW AXON SW AXON
LEVEL 01 400' - 0" LEVEL 05 457' - 6" LEVEL 02 409' - 6" LEVEL 03 427' - 6" LEVEL 04 442' - 6" LEVEL 06 472' - 6" PENTHOUSE 486' - 8" ROOF 503' - 9" 3 5 7 8 9 10 LOWER LEVEL 389' - 0" 6 2 4 1 3.5 4.3 1 71 1 4 2 1 5 0 1 5 0 1 5 0 1 8 0 9 6 1 1 0 1 1 4 9 07 42 13.13 FORMED METAL WALL PANELS AT PENTHOUSE ENCLOSURE BEYOND 07 42 29 TERRACOTTA RAINSCREEN CLADDING BEYOND SIM: LD DEBRIEF EAST ATRIUM COLLAB COLLAB COLLAB MECHANICAL A21-02 VESTIBULE MECHANICAL PENTHOUSE CORRIDOR BRIDGE CORRIDOR BRIDGE VESTIBULE TOWSON WAY UNIVERSITY AVE 13 34 23 - CANOPY 08 44 13 - SUN CONTROL LOUVER 08 44 13ALUMINUM CURTAIN WALL 07 55 52 SBS MODIFIED BITUMINOUS PROTECTED MEMBRANE ROOFING 07 42 29 TERRACOTTA RAINSCREEN CLADDING BEYOND 08 44 13ALUMINUM CURTAIN WALL 07 62 00 - METAL COPING 13 34 23 - CANOPY COLLAB COLLAB COLLAB EXAM DEBRIEF PREBRIEF (SP open) CUSTOM ARTWORK ATTACHED TO STRUCTURE ABOVE. ART INSTALLATION TO BE PROVIDED BY OTHERS 04 22 00 FACE BRICK MASONRY VENEER BEYOND 04 72 00 CAST STONE COPING BEYOND 13 34 23 – ATRIUM SKYLIGHT 04 22 00 FACE BRICK MASONRY VENEER BEYOND 04 72 00 CAST STONE COPING BEYOND 5.4 7.6 08 44 13ALUMINUM CURTAIN WALL 07 55 52 SBS MODIFIED BITUMINOUS PROTECTED MEMBRANE ROOFING A31-05 1 A32-08 Sim A32-08 Sim A31-08 13 34 23 – ATRIUM SKYLIGHT 08 44 13 - SUN CONTROL LOUVER ALT 13 LEVEL 01 400' - 0" LEVEL 05 457' - 6" LEVEL 02 409' - 6" LEVEL 03 427' - 6" LEVEL 04 442' - 6" LEVEL 06 472' - 6" PENTHOUSE 486' - 8" ROOF 503' - 9" 3 5 7 8 9 10 LOWER LEVEL 389' - 0" 6 2 A31-04 1 A31-11 1 4 1 3.5 4.3 1 71 1 4 2 1 5 0 1 50 1 50 1 8 0 96 1 10 1 1 49 SEE LANDSCAPE DRAWINGS FOR TERRACE ROOF DESIGN WEST ATRIUM CLASSROOM COLLAB COLLAB COLLAB COLLAB BUILDING LOBBY TOILET TOILET A21-02 TOWSON WAY UNIVERSITY AVE WEST ATRIUM STAIR CORRIDOR CORRIDOR CORRIDOR CORRIDOR CORRIDOR CORRIDOR CORRIDOR CORRIDOR OFFICES OFFICES TERRACE TERRACE BEYOND 07 42 93 LINEAR METAL SOFFIT 08 44 13ALUMINUM CURTAIN WALL 07 42 13.23 METAL COMPOSITE MATERIAL WALL PANELS 07 62 00 - METAL COPING 07 42 29 TERRACOTTA RAINSCREEN CLADDING BEYOND 08 44 13 - ALUMINUM CURTAIN WALL BEYOND 07 55 52 SBS MODIFIED BITUMINOUS PROTECTED MEMBRANE ROOFING 07 62 00 - METAL COPING 07 42 29 TERRACOTTA RAINSCREEN CLADDING BEYOND 08 44 13ALUMINUM CURTAIN WALL 08 44 13SHADOW BOX METAL BACK PANELS 08 44 13ALUMINUM CURTAIN WALL 5.4 7.6 07 55 52 SBS MODIFIED BITUMINOUS PROTECTED MEMBRANE ROOFING 07 62 00 - METAL COPING 08 44 13ALUMINUM CURTAIN WALL 07 55 56 TERRACE ROOF ASSEMBLY, RF200A AND RF201A A32-05 1 SIM A32-06 16 A32-07 13 34 23 – ATRIUM SKYLIGHT 07 42 13.13 FORMED METAL WALL PANELS 07 55 52 SBS MODIFIED BITUMINOUS PROTECTED MEMBRANE ROOFING 08 44 13 - SUN CONTROL LOUVERS ALT 13 9 /1 9 /2 0 2 1 3 :2 0 :4 1 P M B IM 3 6 0 ://T O W S O N C H P /P 1/16" = 1'-0" 1 BUILDING SECTION 1/16" = 1'-0" 2 BUILDING SECTION University of Health Professions #19‐023 AE‐ML Construction |architectural design SOUTH STEPS WEST ATRIUM PREFUNCTION
SOUTH STEPS WEST ATRIUM PREFUNCTION University of Health Professions #19‐023 AE‐ML Construction Documents – Basis of Design |architectural design SOUTH STEPS WEST ATRIUM PREFUNCTION
INTERIOR RENDERING
selected works 2009-2023 LEVEL 01 400' - 0" LEVEL 05 457' - 6" LEVEL 03 427' - 6" LEVEL 04 442' - 6" LEVEL 06 472' - 6" 10 A32-05 SIM A32-05 5 SIM A32-05 4 SIM A32-05 SIM 07 42 93 LINEAR METAL SOFFIT 05 73 13 GLAZED DECORATIVE METAL RAILINGS 1 50 1 5 0 1 5 0 7 2 6 TERRACE GREEN ROOF 07 42 29 TERRACOTTA RAINSCREEN CLADDING AND SUB-GIRT FRAMING 07 42 29ALUMINUM EXTRUSION 12' 6" A32-07 10 08 44 13 - ALUMINUM CURTAIN WALL GLAZED ALUMINUM CURTAIN WALLS 07 42 29 TERRACOTTA RAINSCREEN CLADDING AND SUB-GIRT FRAMING 07 55 56 TERRACE ROOF ASSEMBLY, RF201A THROUGH WALL SCUPPERS AT ALL SITE WALLS, TYP A32-08 12 Sim A32-08 12 Sim REFER TO LANDSCAPE DRAWINGS FOR TERRACE DESIGN 08 44 13 - OPERABLE WINDOW UNIT GLAZED ALUMINUM CURTAIN WALLS A32-05 5 SIM LEVEL 01 400' - 0" LEVEL 05 457' - 6" LEVEL 02 409' - 6" LEVEL 03 427' - 6" LEVEL 04 442' - 6" LEVEL 06 472' - 6" 10 A32-06 16 A32-07 1 5 0 1 5 0 1 50 1 80 96 7 2 6 07 42 93 LINEAR METAL SOFFIT 08 44 13ALUMINUM CURTAIN WALL 07 42 13.23 METAL COMPOSITE MATERIAL WALL PANELS 08 44 13ALUMINUM CURTAIN WALL 07 42 13.23 METAL COMPOSITE MATERIAL WALL PANELS 08 44 13ALUMINUM CURTAIN WALL TERRACE GREEN ROOF REFER TO LANDSCAPE DRAWINGS FOR TERRACE DESIGN A32-05 SIM A32-07 10 SIM 07 55 56 TERRACE ROOF ASSEMBLY, RF201A THROUGH WALL SCUPPERS AT ALL SITE WALLS, TYP 08 44 13 - ALUMINUM CURTAIN WALL GLAZED ALUMINUM CURTAIN WALLS 05 73 13 GLAZED DECORATIVE METAL RAILINGS INTERIOR FILM AT GLASS 08 44 13 - OPERABLE WINDOW UNIT GLAZED ALUMINUM CURTAIN WALLS A32-08 12 Sim A32-08 12 Sim INTERIOR MILLWORK PANEL A32-05 10 SIM A32-05 10 SIM A32-05 11 SIM A32-05 11 SIM TRUE NORTH SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART KEYPLAN PROJECT STRUCTURAL CIVIL & LANDSCAPE MECHANICAL AND ELECTRICAL ARCHITECTURE FF&E TELECOM, AV SECURITY PLUMBING, FIRE PROTECTION & FIRE ALARM OWNER LIGHTING 9 /1 9 /2 0 2 1 3 :2 4 :0 0 P M B IM 3 6 0 ://T O W S O N C H P /P W T O W S O N C H P A R C H A L L .r v A31-09 WALL SECTIONS Checker Author Approver COLLEGE OF HEALTH PROFESSIONS 100% CONSTRUCTION DOCUMENTSSEPTEMBER 17, 2021 HOPE FURRER ASSOCIATES SITE RESOURCES, INC. 14315 Jarrettsville Pike, Phoenix, MD 21131 501 Fairmount Ave., Suite 205, Towson, MD 21286 MUELLER ASSOCIATES 1306 Concourse Dr #100, Linthicum Heights, MD 21090 WFT ENGINEERING 1801 Research Blvd, Suite 100, Rockville, MD 20850 JMT ARCHITECTURE 40 Wight Avenue, Hunt Valley, MD 21030 KPN ARCHITECTS, LLC 1800 Washington Blvd, Suite 414, Baltimore, MD 2123 Convergent Technologies Design Goup 6501 York Rd, Baltimore, MD 21212 Towson University 8000 York Road, Towson, MD 21252 MCLA Architectural Lighting Design 1000 Potomac St. NW #121, Washington, DC 20007 1/4" = 1'-0" 1 WALL SECTION 2 SECTION AXON 1/4" = 1'-0" 3 WALL SECTION 4 SECTION AXON MARK ISSUE DATE 95% CONSTRUCTION DOCUMENTS 07.23.2021 100% CONSTRUCTION DOCUMENTS 09.17.2021 LEVEL 01 400' - 0" LEVEL 05 457' - 6" LEVEL 03 427' - 6" LEVEL 04 442' - 6" LEVEL 06 472' - 6" 10 A32-05 6 SIM A32-05 SIM A32-05 SIM A32-05 SIM 07 42 93 LINEAR METAL SOFFIT 05 73 13 GLAZED DECORATIVE METAL RAILINGS 1 50 1 5 0 1 5 0 7 2 6 TERRACE GREEN ROOF 07 42 29 TERRACOTTA RAINSCREEN CLADDING AND SUB-GIRT FRAMING 07 42 29ALUMINUM EXTRUSION 12' 6" A32-07 10 08 44 13 - ALUMINUM CURTAIN WALL GLAZED ALUMINUM CURTAIN WALLS 07 42 29 TERRACOTTA RAINSCREEN CLADDING AND SUB-GIRT FRAMING 07 55 56 TERRACE ROOF ASSEMBLY, RF201A THROUGH WALL SCUPPERS AT ALL SITE WALLS, TYP A32-08 12 Sim A32-08 12 Sim REFER TO LANDSCAPE DRAWINGS FOR TERRACE DESIGN 08 44 13 - OPERABLE WINDOW UNIT GLAZED ALUMINUM CURTAIN WALLS A32-05 SIM LEVEL 01 400' - 0" LEVEL 05 457' - 6" LEVEL 02 409' - 6" LEVEL 03 427' - 6" LEVEL 04 442' - 6" LEVEL 06 472' - 6" 10 A32-06 16 A32-07 1 5 0 1 5 0 1 50 1 80 96 7 2 6 07 42 93 LINEAR METAL SOFFIT 08 44 13ALUMINUM CURTAIN WALL 07 42 13.23 METAL COMPOSITE MATERIAL WALL PANELS 08 44 13ALUMINUM CURTAIN WALL 07 42 13.23 METAL COMPOSITE MATERIAL WALL PANELS 08 44 13ALUMINUM CURTAIN WALL TERRACE GREEN ROOF REFER TO LANDSCAPE DRAWINGS FOR TERRACE DESIGN A32-05 2 SIM A32-07 10 SIM 07 55 56 TERRACE ROOF ASSEMBLY, RF201A THROUGH WALL SCUPPERS AT ALL SITE WALLS, TYP 08 44 13 - ALUMINUM CURTAIN WALL GLAZED ALUMINUM CURTAIN WALLS 05 73 13 GLAZED DECORATIVE METAL RAILINGS INTERIOR FILM AT GLASS 08 44 13 - OPERABLE WINDOW UNIT GLAZED ALUMINUM CURTAIN WALLS A32-08 12 Sim A32-08 12 Sim INTERIOR MILLWORK PANEL A32-05 10 SIM A32-05 10 SIM A32-05 11 SIM A32-05 11 SIM TRUE NORTH SHEET Approved Checked Drawn Job Number ISSUE CIVIL MECHANICAL TELECOM, PLUMBING, FIRE PROTECTION 9 /1 9 /2 0 2 1 3 :2 4 :0 0 P M B IM 3 6 0 ://T O W S O N C H P /P W T O W S O N C H P A R C H A L L A31 WALL SECTIONS COLLEGE OF HEALTH PROFESSIONS 100% CONSTRUCTION DOCUMENTSSEPTEMBER 17, 2021 HOPE FURRER SITE RESOURCES, 14315 Jarrettsville Pike, Phoenix, 501 Fairmount Ave., Suite 205, Towson, MUELLER 1306 Concourse Dr #100, Linthicum Heights, WFT 1801 Research Blvd, Suite 100, Rockville, JMT ARCHITECTURE 40 Wight Avenue, Hunt KPN ARCHITECTS, 1800 Washington Blvd, Suite 414, Baltimore, Convergent Technologies 6501 York Rd, Baltimore, Towson 8000 York Road, Towson, MCLA Architectural 1000 Potomac St. NW #121, Washington, 1/4" = 1'-0" 1 WALL SECTION 2 SECTION AXON 1/4" = 1'-0" 3 WALL SECTION 4 SECTION AXON MARK ISSUE 95% CONSTRUCTION DOCUMENTS 100% CONSTRUCTION DOCUMENTS

INTERIOR SPACES

Towson’s College of Health Professions (CHP) is known for its outstanding interprofessional healthcare education. With its academic rigor, interdisciplinary approach, emphasis on experiential learning, and evidence-based practice, the CHP produces high-quality graduates who greatly benefit the local and regional healthcare workforce. While the CHP is currently distributed into a number of buildings across the campus, the new CHP building will provide a centralized focus for health professions, where these groups can more fully connect and enrich one another’s research and practice. Open, flexible collaborative zones border classroom and lab spaces, allowing faculty and students to gather before classes and meet up for study and socializing throughout the day.

Levels 01 and 02 are highly energetic and social, with a 300-seat auditorium, two 120 tiered classrooms, and most of the general classrooms within the building. These classrooms can be shared between the different disciplines within the building, as well as serve as a significant university‐wide resource of learning spaces.

D32 2 1 ? SSM-2 UWS-1 UWS-1UWS-2 UWS-1 GM-1 GM-1 P-4 GM-1 GM-1 30 30 34 30 10' 0" (2 EQ PANELS) 10' 0" (2 EQ PANELS) 4 0 30 12' 6" UWS-2 15' 6" P-5 6 8 4 ALIGN PANELS ALIGN PANELS 3' 0" TYP. F12 UWS-2 UWS-1 UWS-2 UWS-1 UWS-2 UWS-1UWS-2 UWS-1 UWS-2 UWS-1 UWS-2 UWS-2 UWS-1 UWS-2 UWS-1 UWS-2 SSM-2 GM-1 GM-1 GM-1 GM-1 GM-1 GM-1 GM-1 10' 0" (2 EQ PANELS) 30 3 0 15' 0" (3 EQ PANELS) 30 3 0 10' 0" (2 EQ PANELS) 30 3 0 2 1 ALIGN WITH EXTERIOR CLERESTORY UWS-1 30 UWS-1 UWS-2 UWS-2 UWS-1 GM-1 GM-1 GM-1 GM-1 P-4 4 0 3 0 10' 0" (2 EQ PANELS) 3' 7" 10' 0" 3 4 30 6 8 4 ALIGN PANELS TYP. F1 P-5 TYP. F12
SECTION TAG XX A-XXX XX A-XXX REFER TO FINISH LEGEND 09 06 00 FOR CEILING AND FINISH PRODUCT INFORMATION. REFER TO A12 CEILING PLANS FOR LIGHTING TYPE INFORMATION. REFER TO A50 SHEETS FOR MILLWORK, CEILING + INTERIOR DETAILS: MILLWORK LOCKING TAG: (L) = KEYED LOCK; (KP) = KEYPAD PROVIDE FILLER PANEL FOR MILLWORK AT END WALLS, WHERE THEY OCCUR, OF EQUAL RENDERINGS ARE FOR INFORMATON ONLY TO EXPRESS DESIGN INTENT AND NOT REFER TO A13 SHEETS FOR FLOORING TYPE INFORMATION. REFER TO A12 SHEETS FOR CEILING TYPE AND DETAIL INFORMATION. VERTICAL DIMENSIONS TAKEN FROM A.F.F., UNO; REFER TO A50 MILLWORK DETAIL SHEET ALL AUDITORIUM CEILING ELEVATION TAGS REFER TO HEIGHT ABOVE LEVEL 02 FINISH 1 TO EXTEND FROM TOP OF BASE TO CEILING. 11. ART NOT PROVIDED IN ARCHITECTURAL SCOPE. SUPPLY + RETURN AIR GRILLE LINEAR DIFFUSER OCCUPANCY SENSOR AV BOX ROOM SCHEDULER VIDEO CONFERENCE T RS VC 5 CEILING SYSTEM SUSPENDED ACOUSTICAL WOOD CEILING SYSTEM OS 9 /1 9 /2 0 2 1 3 :4 2 :3 2 P M B IM 3 6 0 ://T O W S O N C H P /P W T O W S O N C H P A R C H A L L .r v 1/4" = 1 ENLARGED 1/4" = 1'-0" 4 CLASSROOM HP2106 -WEST 1/4" = 1'-0" 6 CLASSROOM HP2106 -NORTH 1/4" = 1'-0" 3 CLASSROOM HP2106 -EAST FB S S PP 8 RS RS PS E 3 2 C.2 D 1 C.8 A44-10C 4 1 6 8 1 /4 10 1 1 0 10 1 0 1 0 0 1 0 2 2 1 1 3 /4 LH-01 126100 LH-01 126100 LH-01 126100 2106B 2106A CLASSROOM HP2106 AVD.2 DG-1 J40 D32 D21 A40 D32 J40 A40 K40 K40 DG-1 DG-1 DG-1 LH-02 126100 LH-02 126100 LH-02 126100 LH-02 126100 LH-02 126100 LH-02 126100 LH-02 126100 LH-02 126100 LH-02 126100 LH-02 126100 LH-02 126100 LH-01 126100 LH-01 126100 LH-01 126100 LH-02 126100 LH-02 126100 LH-02 126100 LH-01 126100 LH-02 126100 LH-02 126100 LH-02 126100 LH-02 126100 LH-01 126100 LH-02 126100 LH-02 126100 6' 6" 1' 0" 6' 0" 1' 0" 6' 6" 14 0 14' 0" 14 0 21' 0" 21' 0" 15 -0 15 0 15- 0 15 0" 1 - 0 5 - 2 66 " LH-01 126100 66 66 5 -2 1 -0 63 63 4 -3 1 -0 63 1 - 0 4 - 3 50 56 5 0 6 0 50 " 56 " 1 - 0 6 - 6 6 -6 1 -0 0' 6" 13' 0" 0' 6" 6' 6" 1' 0" 6' 0" 1' 0" 6' 6" 29 30 29 30 " 3 0 3 6 2 9 3 6 2 9 29 30 29 30 +1'-6" +2'-0" +1'-0" +0'-6" +0'-0" +0'-0" +0'-6" +1'-0" +1'-6" +2'-0" +0'-6" +0'-6" +1'-6" +1'-6" 1 11 1 1 /2 2 3 8 9 2 3 8 9 2 3 91 1 1 /2 1 A50-12 A50-12 3' 9" 1 0 1 /4 3' 9" 1 0 1 /4 A44-10A 3 TYP E C.2 D 30 40 P-5 P-5 P-5 GL10+FLM -4 GL10+FLM -4 GM-1 AV 40' 0" (5 EQ PANELS) 13' 0" 13' 0" C CL C SCREEN CLG GRID SCREEN AV MW16MW16 D.2 2106A 2106B AV-2 AV-2 P-5 AF-1 AF-1 P-5 GM-1 GM-1 GM-1 GM-1 E D.9 UWS-1 UWS-2 A52-02 SIM GM-1 EQ PANELS) FINISH PRODUCT INFORMATION. INFORMATION. INTERIOR DETAILS: PANORAMA QR CODE PANORAMAS FOR REFERENCE ONLY. ANNOTATION SYMBOL: QR SHEET KEYNOTES GRAPHIC SCALE ALTERNATE KEYNOTES SCALE: 1/4" = 1'-0" TRUE NORTH TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL & LANDSCAPE MECHANICAL AND ELECTRICAL ARCHITECTURE FF&E TELECOM, AV SECURITY PLUMBING, FIRE PROTECTION FIRE ALARM OWNER LIGHTING Checker Author Approver COLLEGE OF HEALTH PROFESSIONS 100% CONSTRUCTION DOCUMENTSSEPTEMBER 17, 2021 HOPE FURRER ASSOCIATES SITE RESOURCES, INC. 14315 Jarrettsville Pike, Phoenix, MD 21131 501 Fairmount Ave., Suite 205, Towson, MD 21286 MUELLER ASSOCIATES 1306 Concourse Dr #100, Linthicum Heights, MD 21090 WFT ENGINEERING 1801 Research Blvd, Suite 100, Rockville, MD 20850 JMT ARCHITECTURE 40 Wight Avenue, Hunt Valley, MD 21030 KPN ARCHITECTS, LLC 1800 Washington Blvd, Suite 414, Baltimore, MD 21230 Convergent Technologies Design Goup 6501 York Rd, Baltimore, MD 21212 Towson University 8000 York Road, Towson, MD 21252 MCLA Architectural Lighting Design 1000 Potomac St. NW #121, Washington, DC 20007 1222 22nd St. NW 2nd Floor Washington, DC 20037 202.737.1020 202.223.1570 www.perkinswill.com 1/4" = 1'-0" 1 ENLARGED PLAN -CLASSROOM HP2106 1/4" = 1'-0" 5 CLASSROOM HP2106 -SOUTH F1WHERE CARPET ABUTS CONCRETE COLUMNS, BIND EDGES OF CARPET F12PROVIDE 1/4" REVEAL R11LINE OF ROLLERSHADE POCKET MARK ISSUE DATE 95% CONSTRUCTION DOCUMENTS 07.23.2021 100% CONSTRUCTION DOCUMENTS 09.17.2021
LEGEND
2 1 SSM-2 UWS-1 UWS-1UWS-2 UWS-1 GM-1 GM-1 P-4 GM-1 GM-1 3 0 3 0 3 4 30 10' 0" (2 EQ PANELS) 10' 0" (2 EQ PANELS) 4 0 3 0 12' 6" UWS-2 15' 6" P-5 6 8 4 ALIGN PANELS ALIGN PANELS 3' 0" TYP. F12 C.2 D.9 D C.8 UWS-2 UWS-1 UWS-2 UWS-1 UWS-2 UWS-1UWS-2 UWS-1 UWS-2 UWS-1 UWS-2 UWS-2 UWS-1 UWS-2 UWS-1 UWS-2 ? TYP. R11 SSM-2 ? A52-02 SIM A52-01 SIM A52-01 1 SIM GM-1 GM-1 GM-1 GM-1 GM-1 GM-1 GM-1 D.2 10' 0" (2 EQ PANELS) 3 0 3 0 15' 0" (3 EQ PANELS) 3 0 3 0 10' 0" (2 EQ PANELS) 3 0 3 0 2 1 ALIGN WITH EXTERIOR P-4 ALIGN PANELS P-5 TYP. LEGEND GENERAL NOTES MILLWORK MODULAR CASEWORK 1. REFER TO FINISH LEGEND 09 06 00 FOR CEILING AND FINISH PRODUCT INFORMATION. 2. REFER TO A12 CEILING PLANS FOR LIGHTING TYPE INFORMATION. 3. REFER TO A50 SHEETS FOR MILLWORK, CEILING INTERIOR DETAILS: A. MILLWORK LOCKING TAG: (L) KEYED LOCK; (KP) KEYPAD AV LEGEND REFER TO AV DRAWINGS FOR SPECIFICATION DETAIL INFORMATION. LIGHT FIXTURE TAG; REFER TO A12 SERIES L-X AV-1 LCD DISPLAY AV-2 PROJECTION SCREEN,CEILING RECESSED REFER TO MEP DRAWINGS FOR SPECIFICATION + DETAIL INFORMATION. 2 HR PARTITION 1 HR PARTITION GYPSUM BOARD CEILING GYPSUM BOARD W T O W S O N C H P A R C H A L L 1 1/4" = 1'-0" 4 CLASSROOM HP2106 -WEST 1/4" = 1'-0" 6 CLASSROOM HP2106 -NORTH 1/2" = 1'-0" 2 RENDERING -TIERED CLASSROOM UWS-1 UWS-1UWS-2 UWS-1 GM-1 GM-1 GM-1 GM-1 30 30 10' 0" (2 EQ PANELS) 10' 0" (2 EQ PANELS) 40 " 30 " UWS-2 P-5 ALIGN ALIGN 3' 0" 2 1 ALIGN WITH EXTERIOR CLERESTORY UWS-1 30 UWS-1 UWS-2 UWS-2 UWS-1 GM-1 GM-1 GM-1 GM-1 P-4 10' - 0" (2 EQ PANELS) 3' 7" 10' 0" 34 30 68 4 ALIGN PANELS TYP. F1 LEGEND GENERAL MILLWORK AV LEGEND REFER TO AV DRAWINGS FOR SPECIFICATION + DETAIL INFORMATION. REFER TO MEP DRAWINGS FOR SPECIFICATION + DETAIL INFORMATION. 1 HR PARTITION GYPSUM BOARD W S O N C H P A R C H A L L .r v t 1/4" = 1'-0"
CLASSROOM HP2106 -WEST 1/4" = 1'-0" 3 CLASSROOM HP2106 -EAST 1 1/2" = 1'-0" 2 RENDERING -TIERED
4
CLASSROOM
selected works 2009-2023 FB S S S S S FB T T T PP 14 5 RS T T T T T T T E CM OS OS OS OS DL DL OS OS L1 L1 L1 L1 L1 L1 L1 L1 L2 L2 L2 L2 F G 5 A31-07 A44-12A 5 CLASSROOM HP2304 AV CLO. HP2304A QR CL STO. HP2304B 2304B 2304A 2304AA 2304BA AV-3 5.4 A50-03 18 TYP 7 2 1 0 3 /8 D41 3 1 3 /4 5 F G 1 A31-07 CLASSROOM HP2304 AV CLO. HP2304A AFF APC-5 EQEQ 38' 3/4" 11 3/4" RSH-3 RSH-3 RSH-3 L3-6' L1 L1 L1 L1 L1 AFF 10' - 0" GYP (P-5B) AFF 10' - 0" GYP (P-5B) TYP. R7 R9 A52-01 SIM E Q 60 6 0 6 0 6 0 E Q L1 13 A52-01 SIM 13 A52-01 SIM 13 A52-01 SIM L1 L1 L1 R2 AFF 10' - 0" GYP (P-5B) AFF 10' - 0" GYP (P-5B) AFF 8' - 2" GYP BD AFF 8' - 2" GYP BD AFF 15' - 8" GYP (P-13B) 3' 0" L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 E Q 8 0 80 8 0 E Q L1 7" 6" LEGEND GENERAL NOTES XX ELEVATION TAG NEW DOOR NEW CONCRETE COLUMN FURNITURE, OFOI EQUIPMENT, OFOI MILLWORK WATER FEATURE MODULAR CASEWORK 1. REFER TO FINISH LEGEND 09 06 00 FOR CEILING AND FINISH PRODUCT INFORMATION. 2. REFER TO A12 CEILING PLANS FOR LIGHTING TYPE INFORMATION. 3. REFER TO A50 SHEETS FOR MILLWORK, CEILING + INTERIOR DETAILS: A. MILLWORK LOCKING TAG: (L) KEYED LOCK; (KP) KEYPAD 4. PROVIDE FILLER PANEL FOR MILLWORK AT END WALLS, WHERE THEY OCCUR, OF EQUAL SIZE. SCRIBE TO ADJACENT WALL. 5. RENDERINGS ARE FOR INFORMATON ONLY TO EXPRESS DESIGN INTENT AND NOT INTENDED AS DELINEATION OF SCOPE. 6. LINE OF FLOOR TRANSITION: A. REFER TO A13 SHEETS FOR FLOORING TYPE INFORMATION. 7. REFER TO A12 SHEETS FOR CEILING TYPE AND DETAIL INFORMATION. 8. VERTICAL DIMENSIONS TAKEN FROM A.F.F., UNO; REFER TO A50 MILLWORK DETAIL SHEET FOR VERTICAL DIMENSIONS, UNO. 9. ALL AUDITORIUM CEILING ELEVATION TAGS REFER TO HEIGHT ABOVE LEVEL 02 FINISH PANORAMA QR CODE PANORAMAS FOR REFERENCE ONLY. ANNOTATION SYMBOL: REFER TO PLANS AND ELEVATIONS FOR ADDITIONAL INFORMATION. QR # MILLWORK DETAIL TAG, REFER TO A50-01 EQUIPMENT TAG, REFER TO SPEC SECTION FOR MWX EQ-X SPEC SECTION SHEET KEYNOTES GRAPHIC SCALE ALTERNATE KEYNOTES 0' 4' 8' 16' 2' SCALE: 1/4" = 1'-0" AV LEGEND REFER TO AV DRAWINGS FOR SPECIFICATION DETAIL INFORMATION. LIGHT FIXTURE TAG; REFER TO A12 SERIES L-X AV-1 LCD DISPLAY AV-2 PROJECTION SCREEN,CEILING RECESSED AV-3 LECTERN -ELECTRIFIED CEILING MICROPHONE LOUD SPEAKER DATA PROJECTOR CAMERA CM L1 FIRE ALARM SWITCH DUPLEX QUAD FLOOR BOX CM REFER TO MEP DRAWINGS FOR SPECIFICATION + DETAIL INFORMATION. S P SIM 2 HR PARTITION 1 HR PARTITION FB CEILING TYPE+HEIGHT DESIGNATION GYPSUM BOARD CEILING GYPSUM BOARD CEILING ACCENT PAINT XX AFF TYPE G 1 4 9 P-4 8' 0" 8' 0" GM1 0 0 TEACHING WALL C SCREEN C SCREEN L A52-01 13 SIM A52-02 SIM P-5 3' 0" TYP. PC5 F12 AV-1 AV-1 21' 0" 4 0 30 8' 0" 4 6 P-1 ALIGN F1 A44-11A TYP G P-4 P-5 TYP. F11 AVTYP. 12 24 13 TYP. F12 P-1 AVA52-01 13 SIM A52-01 13 SIM A52-01 SIM A52-02 SIM TEACHING WALL C 3 0 4 0 GM-1 8' 0" 0" 0" SCREEN C SCREEN C TYP. PC5 ALIGN 4 6 21' 0" TYP. F1 5 UWS- UWS-2 UWS- UWS-2 5.4 16 A50-04 TYP 18 A50-03 TYP UWS-1 UWS-1 UWSTYP. F1 5 GL10+FLM4 GL10+FLM4 TYP. R9 2304B 2304BA 2304AA 2304A P-1 P-1 5.4 P-5 P-5 AF-1 AF-1 TRUE NORTH SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL LANDSCAPE MECHANICAL AND ELECTRICAL ARCHITECTURE FF&E TELECOM, AV & SECURITY PLUMBING, FIRE PROTECTION FIRE ALARM OWNER LIGHTING B IM 3 6 0 ://T O W S O N C H P /P W T O W S O N C H P A R C H A L L .r v t INTERIOR ENLARGEMENTSCLASSROOM HP2304 Checker Author Approver COLLEGE OF HEALTH PROFESSIONS 100% CONSTRUCTION DOCUMENTSSEPTEMBER 17, 2021 HOPE FURRER ASSOCIATES SITE RESOURCES, INC. 14315 Jarrettsville Pike, Phoenix, MD 21131 501 Fairmount Ave., Suite 205, Towson, MD 21286 MUELLER ASSOCIATES 1306 Concourse Dr #100, Linthicum Heights, MD 21090 WFT ENGINEERING 1801 Research Blvd, Suite 100, Rockville, MD 20850 JMT ARCHITECTURE 40 Wight Avenue, Hunt Valley, MD 21030 KPN ARCHITECTS, LLC 1800 Washington Blvd, Suite 414, Baltimore, MD 21230 Convergent Technologies Design Goup 6501 York Rd, Baltimore, MD 21212 Towson University 8000 York Road, Towson, MD 21252 MCLA Architectural Lighting Design 1000 Potomac St. NW #121, Washington, DC 20007 1222 22nd St. NW 2nd Floor Washington, DC 20037 202.737.1020 202.223.1570 www.perkinswill.com 1/4" = 1'-0" 1 ENLARGED PLAN -CLASSROOM HP2304 1/4" = 1'-0" 6 ENLARGED CEILING -CLASSROOM HP2304 1/4" = 1'-0" 2 CLASSROOM HP2304 -NORTH 1/4" = 1'-0" 3 CLASSROOM HP2304 -SOUTH 1/4" = 1'-0" 4 CLASSROOM HP2304 -EAST 1/4" = 1'-0" 5 CLASSROOM HP2304 -WEST 7 AXON -CLASSROOM HP2304 12 24 13 F1WHERE CARPET ABUTS CONCRETE COLUMNS, BIND EDGES O CARPET F11ALIGN FLOOR FINISH TRANSITION WITH WALL AND CEILING TRANSITION. PROVIDE 1/4" REVEAL AT WALL TRANSITION F12PROVIDE 1/4" REVEAL PC5LOCATE ALL DEVICES WITHIN 3FT ACCENT PAINT ZONE; ALIGN VERTICALLY AND HORIZONTALLY. R2FULL TILE(S) R7LINE OF GYP CEILING ABOVE R9SLOPED CEILING, REFER TO ELEVATION. QR 1 2 12" = 1'-0" 8 RENDERING -CLASSROOM HP2304 MARK ISSUE DATE 95% CONSTRUCTION DOCUMENTS 07.23.2021 100% CONSTRUCTION DOCUMENTS 09.17.2021 FB S S S S S FB T T T PP 14 5 RS T T T T T T T E CM OS OS OS OS DL DL OS OS L1 L1 L1 L1 L1 L1 L1 L1 L2 L2 L2 L2 F G 5 A31-07 A44-12A 4 2 5 3 CLASSROOM HP2304 AV CLO. HP2304A QR CL STO. HP2304B 2304B 2304A 2304AA 2304BA AV-3 5.4 A50-03 18 TYP 7 2 1 0 3 /8 D41 3 1 3 /4 5 F G A31-07 CLASSROOM HP2304 AV CLO. HP2304A AFF APCEQ EQ 38' 3/4" 11 3/4" RSH-3 RSH-3 RSH-3 L3-6' L1 L1 L1 L1 L1 AFF 10' - 0" GYP (P-5B) AFF 10' - 0" GYP (P-5B) TYP. R7 R9 A52-01 SIM E Q 6 0 6 0 6 0 6 0 E Q L1 13 A52-01 SIM 13 A52-01 SIM 13 A52-01 SIM L1 L1 L1 R2 AFF 10' - 0" GYP (P-5B) AFF 10' - 0" GYP (P-5B) AFF 8' - 2" GYP BD AFF 8' - 2" GYP BD AFF 15' - 8" GYP (P-13B) 3' 0" L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 E Q 80 8 0 8 0 E Q L1 7" 6" GENERAL NOTES MILLWORK MODULAR CASEWORK 1. REFER TO FINISH LEGEND 09 06 00 FOR CEILING AND FINISH PRODUCT INFORMATION. 2. REFER TO A12 CEILING PLANS FOR LIGHTING TYPE INFORMATION. 3. REFER TO A50 SHEETS FOR MILLWORK, CEILING + INTERIOR DETAILS: A. MILLWORK LOCKING TAG: (L) KEYED LOCK; (KP) KEYPAD PANORAMA QR CODE PANORAMAS FOR REFERENCE ONLY. ANNOTATION SYMBOL: QR # SHEET KEYNOTES GRAPHIC SCALE ALTERNATE KEYNOTES SCALE: 1/4" = 1'-0" AV LEGEND REFER TO AV DRAWINGS FOR SPECIFICATION DETAIL INFORMATION. LIGHT FIXTURE TAG; REFER TO A12 SERIES L-X AV-1 LCD DISPLAY AV-2 PROJECTION SCREEN,CEILING RECESSED REFER TO MEP DRAWINGS FOR SPECIFICATION + DETAIL INFORMATION. GYPSUM BOARD CEILING GYPSUM BOARD G 1 49 P-4 8' 0" 8' 0" GM-1 1 0 0 TEACHING WALL CL SCREEN C SCREEN CL A52-01 13 SIM A52-02 SIM P-5 3' 0" TYP. PC5 F12 AV-1 AV-1 21' 0" 40 3 0 0" 46 P-1 ALIGN F1 A44-11A TYP G P-4 P-5 TYP. F11 AV-1 TYP. 12 24 13 TYP. F12 P-1 AV-1 A52-01 13 SIM A52-01 13 SIM A52-01 SIM A52-02 SIM TEACHING WALL C 30 40 GM-1 8' 0" 0" 8' 0" SCREEN C SCREEN C TYP. PC5 ALIGN 46 21' 0" TYP. F1 5 UWS-1 UWS-2 UWS-2 UWS-2 5.4 16 A50-04 TYP 18 A50-03 TYP UWS-1 UWS-1 UWS-1 TYP. F1 5 GL10+FLM -4 GL10+FLM -4 TYP. R9 2304B 2304BA 2304AA 2304A P-1 P-1 5.4 P-5 P-5 AF-1 AF-1 TRUE NORTH TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL LANDSCAPE MECHANICAL AND ELECTRICAL ARCHITECTURE FF&E TELECOM, AV SECURITY PLUMBING, FIRE PROTECTION FIRE ALARM OWNER LIGHTING Checker Author Approver COLLEGE OF HEALTH PROFESSIONS 100% CONSTRUCTION DOCUMENTSSEPTEMBER 17, 2021 HOPE FURRER ASSOCIATES SITE RESOURCES, INC. 14315 Jarrettsville Pike, Phoenix, MD 21131 501 Fairmount Ave., Suite 205, Towson, MD 21286 MUELLER ASSOCIATES 1306 Concourse Dr #100, Linthicum Heights, MD 21090 WFT ENGINEERING 1801 Research Blvd, Suite 100, Rockville, MD 20850 JMT ARCHITECTURE 40 Wight Avenue, Hunt Valley, MD 21030 KPN ARCHITECTS, LLC 1800 Washington Blvd, Suite 414, Baltimore, MD 21230 Convergent Technologies Design Goup 6501 York Rd, Baltimore, MD 21212 Towson University 8000 York Road, Towson, MD 21252 MCLA Architectural Lighting Design 1000 Potomac St. NW #121, Washington, DC 20007 1222 22nd St. NW 2nd Floor Washington, DC 20037 202.737.1020 202.223.1570 www.perkinswill.com 1/4" = 1'-0" 1 ENLARGED PLAN -CLASSROOM HP2304 1/4" = 1'-0" 6 ENLARGED CEILING -CLASSROOM HP2304 1/4" = 1'-0" 2 CLASSROOM HP2304 -NORTH 1/4" = 1'-0" 3 CLASSROOM HP2304 -SOUTH 1/4" = 1'-0" 4 CLASSROOM HP2304 -EAST 1/4" = 1'-0" 5 CLASSROOM HP2304 -WEST -CLASSROOM HP2304 12 24 13 F1WHERE CARPET ABUTS CONCRETE COLUMNS, BIND EDGES OF CARPET F11ALIGN FLOOR FINISH TRANSITION WITH WALL AND CEILING TRANSITION. 2 -CLASSROOM HP2304 MARK ISSUE DATE 95% CONSTRUCTION DOCUMENTS 07.23.2021 100% CONSTRUCTION DOCUMENTS 09.17.2021 FB S S S S S FB T T PP 14 5 RS T T T E CM OS OS OS OS DL DL OS OS L1 L1 L1 L1 L1 L1 L1 L1 L2 L2 L2 L2 F G 5 1 A31-07 A44-12A CLASSROOM HP2304 AV CLO. HP2304A QR 1 CL STO. HP2304B 2304B 2304A 2304AA 2304BA AV-3 5.4 A50-03 18 TYP 7 2 1 0 3 /8 D41 3 1 3 /4 5 F G A31-07 CLASSROOM HP2304 AV CLO. HP2304A AFF APC-5 EQEQ 38' 2 3/4" 2' 11 3/4" RSH-3 RSH-3 RSH-3 L3-6' L1 L1 L1 L1 L1 AFF 10' - 0" GYP (P-5B) AFF 10' - 0" GYP (P-5B) TYP. R7 R9 A52-01 SIM E Q 6 0 6 0 6 0 6 0 E Q L1 13 A52-01 SIM 13 A52-01 SIM 13 A52-01 SIM L1 L1 L1 R2 AFF 10' - 0" GYP (P-5B) AFF 10' - 0" GYP (P-5B) AFF - 2" GYP BD AFF - 2" GYP BD AFF 15' - 8" GYP (P-13B) 3' 0" L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 E Q 80 8 0 8 0 E Q L1 7" 6" LEGEND GENERAL NOTES MILLWORK MODULAR CASEWORK 1. REFER TO FINISH LEGEND 09 06 00 FOR CEILING AND FINISH PRODUCT INFORMATION. 2. REFER TO A12 CEILING PLANS FOR LIGHTING TYPE INFORMATION. 3. REFER TO A50 SHEETS FOR MILLWORK, CEILING + INTERIOR DETAILS: A. MILLWORK LOCKING TAG: (L) = KEYED LOCK; (KP) = KEYPAD PANORAMA QR CODE PANORAMAS FOR REFERENCE ONLY. ANNOTATION SYMBOL: QR SHEET KEYNOTES GRAPHIC SCALE ALTERNATE KEYNOTES SCALE: 1/4" = 1'-0" AV LEGEND REFER TO AV DRAWINGS FOR SPECIFICATION + DETAIL INFORMATION. LIGHT FIXTURE TAG; REFER TO A12 SERIES L-X AV-1 LCD DISPLAY AV-2 PROJECTION SCREEN,CEILING RECESSED REFER TO MEP DRAWINGS FOR SPECIFICATION DETAIL INFORMATION. HR PARTITION HR PARTITION GYPSUM BOARD CEILING GYPSUM BOARD G 1 49 P-4 8' 0" 0" GM-1 1 0 0 TEACHING WALL C SCREEN CL SCREEN C A52-01 13 SIM A52-02 SIM P-5 3' 0" TYP. PC5 F12 AV-1 AV-1 21' 0" 40 3 0 8' 0" 46 P-1 ALIGN F1 A44-11A 7 TYP G P-4 P-5 TYP. F11 AV-1 TYP. 12 24 13 TYP. F12 P-1 AV-1 A52-01 13 SIM A52-01 13 SIM A52-01 1 SIM A52-02 SIM TEACHING WALL CL 30 40 GM-1 8' 0" 8' 0" 8' 0" SCREEN L SCREEN CL TYP. PC5 ALIGN 46 21' 0" TYP. F1 5 UWS-1 ? UWS-2 UWS-2 UWS-2 5.4 16 A50-04 TYP 18 A50-03 TYP UWS-1 UWS-1 UWS-1 TYP. F1 5 GL10+FLM -4 GL10+FLM -4 TYP. R9 2304B 2304BA 2304AA 2304A P-1 P-1 5.4 P-5 P-5 ? ? AF-1 AF-1 TRUE NORTH TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT STRUCTURAL CIVIL & LANDSCAPE MECHANICAL AND ELECTRICAL ARCHITECTURE FF&E TELECOM, AV & SECURITY PLUMBING, FIRE PROTECTION & FIRE ALARM OWNER LIGHTING W T O W S O N C H P A R C H A L L .r v Checker Author Approver COLLEGE OF HEALTH PROFESSIONS 100% CONSTRUCTION DOCUMENTSSEPTEMBER 17, 2021 HOPE FURRER ASSOCIATES SITE RESOURCES, INC. 14315 Jarrettsville Pike, Phoenix, MD 21131 501 Fairmount Ave., Suite 205, Towson, MD 21286 MUELLER ASSOCIATES 1306 Concourse Dr #100, Linthicum Heights, MD 21090 WFT ENGINEERING 1801 Research Blvd, Suite 100, Rockville, MD 20850 JMT ARCHITECTURE 40 Wight Avenue, Hunt Valley, MD 21030 KPN ARCHITECTS, LLC 1800 Washington Blvd, Suite 414, Baltimore, MD 2123 Convergent Technologies Design Goup 6501 York Rd, Baltimore, MD 21212 Towson University 8000 York Road, Towson, MD 21252 MCLA Architectural Lighting Design 1000 Potomac St. NW #121, Washington, DC 20007 1222 22nd St. NW 2nd Floor Washington, DC 20037 202.737.1020 202.223.1570 www.perkinswill.com 1/4" = 1'-0" 1 ENLARGED PLAN -CLASSROOM HP2304 1/4" = 1'-0" 6 ENLARGED CEILING -CLASSROOM HP2304 1/4" = 1'-0" 2 CLASSROOM HP2304 -NORTH 1/4" = 1'-0" 3 CLASSROOM HP2304 -SOUTH 1/4" = 1'-0" 4 CLASSROOM HP2304 -EAST 1/4" = 1'-0" 5 CLASSROOM HP2304 -WEST 7 AXON -CLASSROOM HP2304 12 24 13 F1WHERE CARPET ABUTS CONCRETE COLUMNS, BIND EDGES OF CARPET F11ALIGN FLOOR FINISH TRANSITION WITH WALL AND CEILING TRANSITION. 12" = 1'-0" 8 RENDERING -CLASSROOM HP2304 MARK ISSUE DATE 95% CONSTRUCTION DOCUMENTS 07.23.2021 100% CONSTRUCTION DOCUMENTS 09.17.2021

RASH FIELD REDEVELOPMENT

Studio Architect l Associate

KPN ARCHITECTS, llc 2017 - Present

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.

05

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.

Rash Field Baltimore, Maryland

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

MD 21211 t.410.235.6001

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

Architect (of Record) KPN ARCHITECTS 1800 WASHINGTON BOULEVARD, SUITE 441 BALTIMORE, MD 21230 t.443.682.7758

1,197TOTALGSF

CAFE

1,197NSF/15NSFPEROCC.=80OCCUPANTS

AREA B:

13TOTALOCCUPANTSNONSEPARATEDMIXEDUSE,USE

GROUPSA-5,S-1(ACCESSORY)

682TOTALGSF

MEN PUBLIC TOILET

260GSF/50GSFPEROCC.=6OCCUPANTS

WOMEN PUBLIC TOILET

241GSF/50GSFPEROCC.=5OCCUPANTS

JAN.

Lighting Design BRANDSTON PARTNERSHIP, INC. 302 FIFTH AVENUE, 12th FLOOR NEW YORK, NY 10001

t: 212.924.4050

Structural Engineer (Shade Feature) SIMPSON GUMPERTZ & HEGER 135 SOUTH LaSALLE STREET, SUITE 3800 CHICAGO, IL 60603

t: 312.754.7500

Structural Engineer (Site + Pavilion) ALBRECHT ENGINEERING, INC. 3500 BOSTON STREET, SUITE 329, MS-12 BALTIMORE, MD 21224 t: 410.522.5870 Skate Park Design GRINDLINE SKATEPARKS, INC. 4619 14th AVENUE SW SEATTLE, WA 98106 t: 206.932.6414 Playgrounds NATURAL LEARNING INITIATIVE 2230 STINSON DR. RALEIGH, NC 27607 t: 919.515.8345

Signage YOUNTS DESIGN, INC. 3600 CLIPPER MILL ROAD, SUITE 410 BALTIMORE, MD 21211 t: 443.825.4100

68GSF/300GSFPEROCC.=1OCCUPANT

ELEC. ROOM

113GSF/300GSFPEROCC.=1OCCUPANT

72RECESSEDFIREEXTINGUISHERCABINET.REFER TOLS0.02DRAWINGFORLOCATION.

74SEMI-RECESSEDFIREEXTINGUISHERCABINET. REFERTOLS0.02DRAWINGFORLOCATION.

selected works 2009-2023                    6&$/( 6287+($67$;21 6&$/( 1257+($67$;21 13 12 11 10 13 12 11 10 &8 U+ ?3 /DSR WS' ?RFXPHQWV5 ?DVK )H LG O$ UK WLFX WH  BF O BG FKHGBFPDND\ 6 A6.02 %(/2: %(/2: A6.02  $$ 2020-2300 1/13/2021 PAGE: 32 of 151. (E) (E) (E) (E) (E) 21 A B C 3 A.1 50GSF 244SF WOMEN 50GSF 261SF MEN 300 GSF 69SF JAN. 40 8.8" 36" 40 8.8" 36" 7 1.5" 634" 1.3" 34" 56 1 4610 EXIT EXIT FUTURE B.O.H PANTRY 102 FUTURE MECH. ROOM 103 15GSF 1,197SF CAFE 80OL 300 GSF 113SF ELEC. ROOM 1OL 1 80 7272 74 NSF LINE TYPE EXITING SYMBOLS =EXITTOEXTERIOR =EXITFROMASPACE =EXITFROMSTORY (E)=ExistingConstruction EGRESS COMPONENT CAPACITY SYMBOLS NUMBEROF CALCULATEDOCCUPANTSEXITING EXIT WIDTHREQUIRED (IN.)EXITWIDTH PROVIDED(IN.) NUMBEROF OCCUPANTSEXITING STAIRNAMEOR DESCRIPTION 33" 145 29" 48" 145 43.5" STAIR#1 USEGROUPOFSPACE AREAOFSPACE SFPEROCCUPANT (E)=ExistingConstruction (E)=ExistingConstruction 0OCCUPANTLOAD OFSPACE ASSEMBLY OCCUPANCY SYMBOLS 300 GSF 000SF USE GROUP CALCULATEDEXIT WIDTHREQUIRED (IN.) EXITWIDTH PROVIDED(IN.) =DIVISIONBETWEEN CALCULATED OCCUPANTLOAD AREAS
AREA
EGRESS LOAD AND CALCULATIONS
A: 80TOTALOCCUPANTSNONSEPARATEDMIXEDUSE,USE GROUPSA-2
LIFE SAFETY TAG
FOR SEAL
ISSUED
Owner
t.443.743.3308
Civil Engineer RK&K 700 EAST PRATT STREET, SUITE 500 BALTIMORE, MD 21202 t.800.787.3755 M.E.P. C.C. JOHNSON & MALHOTRA, P.C. (CCJM) 400 EAST PRATT STREET, SUITE 604, BALTIMORE, MD 21202 t.410.461.9920 Landscape Architect MAHAN RYKIEL ASSOCIATES 3300 CLIPPER MILL ROAD, SUITE 200 BALTIMORE,
A BLDG. PERMIT SUBMISSION 11 01/2019 BLDG. PERMIT RE-SUBMIT 11 06/2020 DATE 2 A3.01 3 A3.01 1 2 ________________2 A4.03 CAFE MEN WOMEN B.O.H PANTRY (FUTURE) 1" REVEAL 1" REVEAL 10 9 8 7 6 5 4 3 2 1 A B C D E F 0 A A 2020-2300                 6&$/( 6287+($67$;21 6&$/( 1257+($67$;21 13 12 10 4 3 2 13 12 10 5 4 3 2 X O 3 0 &8 U+ ?3 /DSR WS' ?RFXPHQWV5 ?DVK )H O$ UK WLFX WH  BF WB O BG FKHGBFPDND\ UW A6.02 %(/2: %(/2: A6.02   $ $ 2020-2300 1/13/2021 PAGE: 32 of 151.
NORTHEAST
SOUTHEAST AXON BUILDING SECTION FLOOR PLAN
2 A3.01 3 A3.01 1 2 ________________2 A4.03 CAFE MEN WOMEN B.O.H PANTRY (FUTURE) 1" REVEAL 1" REVEAL 10 9 8 7 6 5 4 3 2 1 A B C D E A 2020-2300
AXON
CONSTRUCTION DOCUMENTS

VISIT THE PROJECT SITE

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.

GENERAL NOTES

Rash Field Baltimore, Maryland

FIELD LEVEL 11' -1" STAINLESS STEEL FRAMED WIRE NET RAILING SYSTEM. RAILING POST SECURED TO CONCRETE SLAB 1" DRAINAGE PANEL ON 7" RIGID INSUL. OVER 3/8" DRAINAGE PANEL ROOT BARRIER PROTECTION BOARD, AND FLUID WATER PROOFING SYSTEM 12" CONCRETE SLAB ALUMINIUM CURTAIN WALL SYSTEM CONCRETE PAVEMENT & GRADED STONE BASE SEE LANDSCAPE CIVIL DRAWINGS 4" PERF. DRAIN WRAPPED WITH/ GEOTEXTILE FABRIC GRADED STONE DRAINAGE MATERIAL CONCRETE FOOTING -SEE STRUCTURAL DRAWINGS BACK FACE OF CURTAIN WALL 3”RIGID INSULATION AND DAMPPROOFING 4" DRAINAGE FILL AND 8" CRUSHED STONE BACKFILL CONCRETE SLAB ON GRADE VAPOR RETARDER ¾”SPACE BETWEEN BACK OF MULLION STEEL TUBE 2" 4" VERT. STL. TUBE @ EA. VERT. MULLION OVERLOOK SLAB FOLD LINE 22' -1 1/2" 8" 2' 6" MIN. 1/2" EARTH COVER -SEE LANDSCAPE CIVIL DRAWINGS 5" 12" TOP OF CURB T/SLAB T/SLAB ________________3 A6.21 ________________4 A6.21 COATS SYNAVAX ENERGY PROTECT ON CONCRETE SOFFIT AND CURB 1" CONTINUOUS REVEAL SEALANT STAINLESS STEEL FLASHING CONCRETE COLUMN BEYOND 3" 5" EXTRUDED ALUM. HEATER ENCLOSURE FINISHED TO MATCH CURTAINWALL (BY FUTURE TENANT) sim A6.03 sim A6.02 CURTAINWALL CLIPS TO EITHER SIDE OF STEEL TUBE CEILING BEYOND (EXPOSED CONCRETE) REFER FINISH PLAN FOR SCHEDULED FLOOR FINISH CAFE 3" WATERSTOP-REFER STRUCTURAL 2' 0" FIELD LEVEL 11' -1" A FACE OF CURTAIN WALL CURTAIN WALL BEYOND (SLAB SLOPES UP) 1”REVEAL, CONTINUOUS ALUMINUM INSULATED CURTAINWALL SYSTEM BEYOND CONCRETE WALL 1/2" JT. FILLER SEALANT PAVEMENT BASE –SEE LANDSCAPE CIVIL DRAWINGS GRADED STONE DRAINAGE MATERIAL CONCRETE FOOTING –SEE STRUCTURAL DRAWINGS 3" RIGID INSULATION 4" DRAINAGE FILL AND 8" CRUSHED STONE BACKFILL SEALANT 5/8”GYP. BD. ON 3" RIGID INSULATION “Z”FURRING SEALANT SEE LANDSCAPE CIVIL FOR EARTH OVER WP SYSTEM 1" DRAINAGE PANEL OVER 7" RIGID INSUL. ON 3/8" DRAINAGE PANEL OVER ROOT BARRIER PROTECTION BOARD, AND FLUID WATER PROOFING SYSTEM OVERLOOK SLAB FOLD LINE 22' -1 1/2" 6" PERF. DRAIN WRAPPED WITH/ GEOTEXTILE FABRIC CONCRETE SLAB ON GRADE VAPOR RETARDER 12" CONCRETE SLAB T/SLAB T/SLAB ________________1 A6.03 ________________1 A6.02 COATS SYNAVAX ENERGY PROTECT ON CONCRETE SOFFIT AND CURB STAINLESS STEEL FRAMED WIRE NET RAILING SYSTEM. RAILING POST SECURED TO CONCRETE SLAB 1" 1" CONTINUOUS REVEAL SCHEDULED BASE WOMEN CEILING MOUNTED LIGHT FIXTURE REFER FINISH PLAN FOR SCHEDULED FLOOR FINISH CW3 SEE STRUCTURAL DRAWINGS WATERSTOP-REFER STRUCTURAL THERMOSTAT WITH GUARD -REFER MECHANICAL DAMPPROOFING PROJECT NO. DRAWN BY REVIEWED BY SCALE 15 14 13 12 11 10 ISSUED FOR DATE 15076 As Noted AB, EA, CM, OC GTI, RL SHEET NOTES GENERAL KEY PLAN C:\Users\rlau \Docume nts\Ras Field Ar chitecture _200930 _central_ cmakary .rvt A4.02 WALL SECTIONS SCALE: 3/4" 1'-0" CURTAIN WALL SECTION 2 SCALE: 3/4" 1'-0" WALL OFF WOMEN RR SECTION 1 A.ALL LATEST APPLICABLE AUTHORITIES, RULES B.ALL DIMENSIONS VERIFIED, CONDITIONS, OR DOCUMENTS SHALL BE BROUGHT IMMEDIATELY C.ANY UNFORESEEN OR UNCLEAR CONDITIONS REPORTED PROCEEDING D.PHOTO DOCUMENT WORK. E.REFER AND F.SEAL AVOID DUST. G.MAINTAIN EXIT ACCESS CONSTRUCTION AREAS.PROVIDE REQUIRED H.PROVIDE AIR WATERPROOF I.THE CONTRACTOR SHALL OBTAIN PERMITS REQUIRED HAVING JURISDICTION THIS POSTED SPECIFICALLY RESPONSIBLE METHODS OF JOB J.CONTRACTOR DATA AS K.ALL WATERPROOFING WARRANTY REQUIREMENTS SYSTEM L.ALL FLASHING OR COUNTER FLASHING DETAILS NOT SHOWN TERMINATIONS WITH SHOWING MATERIALS, PROFILES, DIMENSIONS, FASTENERS ALL ACCORDANCE PUBLISHED DETAILS BE REPRE M.CONTRACTOR BUILDING WATERTIGHT INTERIOR CONSTRUCTION. PROVIDE SEALANT FIXTURES BEFORE PAINTING. N.NO WORK TO COMMENCE UNTIL ALL SUBMITTALS ARE APPROVED. O.REFER TO SHEET A1.30 FINISH MATERIALS FOR MATERIAL CODES AND BASIS OF DESIGN INFORMATION. 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. Q.REFER TO LIGHTING DESIGN DWGS FOR ALL LIGHTING FIXTURES. R.ALL CEILINGS CONSIST OF THE EXPOSED BOTTOM SURFACE OF THE CONCRETE SLAB. S.SURFACE-MOUNT CYLINDER LIGHT FIXTURES IN RESTROOMS. A A $ %/'* 3(50,7 68%0,66,21 1/20 %/'* 3(50,7 5(68%0,7 /20 2020-2300 1/13/2021 PAGE: 42 of 151. FIELD LEVEL 11' -1" 1 A3.01 A B C A.1 OVERLOOK SLAB FOLD LINE 22' -1 1/2" ________________2 A6.03 37 09 09 CW1 GRADE BEYOND REVEAL REVEAL D3A 75 01 17 101A 101C 101D 101E 13 12 11 10 9 8 7
Owner WATERFRONT PARTNERSHIP of BALTIMORE 650 S. EXETER STREET, SUITE 200 BALTIMORE, MD 21202 t. 443.743.3308 Architect (Design) GENSLER EAST PRATT STREET, SUITE 202 BALTIMORE, MD 21202 t. 410.539.8776 Architect (of Record) KPN ARCHITECTS 1800 WASHINGTON BOULEVARD, SUITE 441 BALTIMORE, MD 21230 t. 443.682.7758 Civil Engineer RK&K 700 EAST PRATT STREET, SUITE 500 BALTIMORE, MD 21202 t. 800.787.3755 M.E.P. C.C. JOHNSON & MALHOTRA, P.C. (CCJM) 400 EAST PRATT STREET, SUITE 604, BALTIMORE, MD 21202 t. 410.461.9920 Landscape Architect MAHAN RYKIEL ASSOCIATES 3300 CLIPPER MILL ROAD, SUITE 200 BALTIMORE, MD 21211 t. 410.235.6001 Lighting Design BRANDSTON PARTNERSHIP, INC. 302 FIFTH AVENUE, 12th FLOOR NEW YORK, NY 10001 t: 212.924.4050 Structural Engineer (Shade Feature) SIMPSON GUMPERTZ & HEGER 135 SOUTH LaSALLE STREET, SUITE 3800 CHICAGO, IL 60603 t: 312.754.7500
ELEVATION A.ALL WORK TO BE DONE IN ACCORDANCE WITH ALL LATEST APPLICABLE LOCAL, STATE,AND FEDERAL AUTHORITIES, RULES AND REGULATIONS. 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. C.ANY UNFORESEEN OR UNCLEAR CONDITIONS TO BE REPORTED TO ARCHITECT'S ATTENTION PRIOR TO PROCEEDING WITH WORK. D.PHOTO DOCUMENT THE SITE BEFORE COMMENCING WORK. E.REFER TO MEP DRAWINGS FOR EXACT QUANTITY AND LOCATION OF MEP EQUIPMENT. F.SEAL PIPES AND DUCT INTAKES AS REQUIRED TO AVOID SYSTEM CONTAMINATION FROM CONSTRUCTION 09CURVED CONCRETE SURFACE. REF STRUCTURAL DWGS. 17STAINLESS STEEL GUARD RAIL WITH STAINLESS STEEL NET INFILL. 24CONCRETE ROOF SLAB WITH HOT RUBBERIZED ASPHALT WATERPROOFING AND DRAINAGE, BD. INSULATION ON EXTERIOR SIDE OF SLAB. REFER TO LANDSCAPE DRAWINGS FOR SITE PAVING, PLANTING AREAS, AND SITE FURNISHINGS. 37SLAB EDGE TO BE EXPOSED CIP CONCRETE 75LOCATION OF JUNCTION BOX FOR FUTURE 4" X 4" STAINLESS STEEL BOLLARD WITH MOUNTED DOOR OPERATOR BUTTON 76WALL-MOUNTED PHOTOCELL REFER ELECTRICAL DWGS 77WALL-MOUNTED EMERGENCY LIGHT FIXTURE REFER ELECTRICAL 78WALL HYDRANT REFER PLUMBING A A A A A 1 A3.01 A B A.1 1 2 3 ________________3 A6.03 37 37 24 09 09 09 CW2 GRADE BEYOND LOUVERS -SEE MEP DRAWINGS ABOVE FIELD LEVEL 11'8" 5' 4" 02 01 34' 4" REVEAL 77 78 REVEAL REVEAL 17 76 101B 8'8" 5' 6 1/2" C D E F G H J K /2020 7:2 4:06 PM C:\Users\rlau \Docume nts\Ras h Field Ar chitecture _200930 _central_ cmakary .rvt EAST ELEVATION 03 A A
NORTH ELEVATION WALL OF WOMEN RR SECTION CURTAIN WALL SECTION EAST ELEVATION

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.

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.

selected works 2009-2023

PRINCE GEORGE’S COMMUNITY

COLLEGE MARLBORO HALL

Studio Architect l Associate

AND ADDITION

Brief Description of Project

Size : 130,156 SF

College Maryland. 20774.

Design Start : 2018

Constructions Start : 2020

Setting : Academic

Marlboro Hall, originally built in the 1970’s, is a three-story building that will end up being doubled in size once the project is complete. The project included a full existing conditions study of the whole building, finding deficiencies in the superstructure, roofing, exterior walls, stairs, and windows and doors.

MC459

KPNARCHITECTS, llc 2017 - Present

Department of General Services: ACTING SECRETARY: Atif T. Chaudhry

301 West Preston Street.

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.

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.

Baltimore. MD. 21201

George's
VICINITY MAP 06

MATERIAL AXON VIEWS

WALL ASSEMBLIES

Marlboro Hall Renovation & Addition

DIAGRAMS - LEVELS 1,2,3,4

EXISTING: 40,056 GSF

NEW: 33,578 GSF EXISTING

1- LEVEL 01_ GSF

EXISTING:

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

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

EXISTING: 34,086 GSF NEW: 27,961 GSF

Rev 22 - 100% Construction Documents March 3, 2023 19. SUSTAINABILITY: A. SEE STRUCTURAL WINDOW GLAZING: 1. PROVIDE - IF LESS THAN -OR IF GLASS -OR IF TOP -OR IF AN 6. SEE CHAPTER IF A

Washington Boulevard, Suite 414 Baltimore, MD 21230

443.682.7757

2- LEVEL 02_ GSF

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

MEP/FP ENGINEERS:

Weigand Associates, Inc. 20270 Goldenrod Lane Germantown, Maryland 20876

301.540.9060

SMOKE ANALYSIS:

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

CIVIL GEOTECH ENGINEERS:

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

LANDSCAPE ARCHITECTS:

Floura Teeter Landscape Architects, Inc. 800 N. Charles Street, Suite 300 Baltimore, Maryland 21201

T: 410.528.8395

ENVIRONMENTAL REMEDIATION:

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

3- Level 03_ GSF

EXISTING: 34,086 GSF NEW: 27,961 GSF

4- Level 04_GSF

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

EXISTING: 37,014 GSF

LEVEL 1 -CIRCULATION DIAGRAM 51 SF STOR. 154BA 6' 7' 11 3/4" PER PRINCE GEORGE'S COUNTY Circulation shall be counted for egress, not plumbing fixtures: Circulation 1st Floor ( Less 8'-0" width) = 8,807 SF 786 SF CLASSROOM BH203 546 SF CLASSROOM BH202 1" 8' 0" 1/8" 8' EXISTING

1. PROVIDE 20. WINDOW EXISTING MARLBORO HALL PLUMBING FIXTURES

NEW NEW NEW: 24,482 GSF

selected works 2009-2023 A. SEE STRUCTURAL PROVIDE SAFETY -OR IF TOP EDGE -OR IF AN ADJACENT 6. SEE CHAPTER IF A BUILDING 1. PROVIDE LEED 20. WINDOW EXISTING MARLBORO HALL PLUMBING FIXTURES WATER CLOSET -56 PRINCE GEORGE COUNTY-LARGO,
LEVEL 1 -CIRCULATION DIAGRAM 51 SF STOR. 154BA 0" 7' 11 3/4" PER PRINCE GEORGE'S COUNTY Circulation shall be counted for egress, not plumbing fixtures: Circulation 1st Floor Less 8'-0" width) = 8,807 SF 786 SF CLASSROOM BH203 546 SF CLASSROOM BH202 8' 7/16" 8' 0" 8' 1/8" 0"
DIAGRAMS - LEVELS 1,2,3,4
E J EQ
EXISTING
1" = 80'-0"
NEW
1" = 80'-0"
1" = 80'-0"
6. SEE CHAPTER IF A BUILDING ROOF 8. SKYLIGHT FRAMING EXISTING WATER URINAL LAVATORY ART DIAGRAMS - LEVELS 1,2,3,4 LEVEL 1 -CIRCULATION DIAGRAM LEVEL 2 -DIAGRAM 1341/2 671p BUSINESS FACULTY 171 86p PER PRINCE GEORGE'S COUNTY Circulation shall be counted for egress, not plumbing fixtures: Circulation 1st Floor Less 8'-0" width) = 8,807 SF 786 SF CLASSROOM BH203 546 SF CLASSROOM BH202 8' 1" 6' 5 7/16" 8' 0" 8' 1/8" 8' 0" PER PRINCE GEORGE'S COUNTY Circulation shall be counted for egress, not plumbing fixtures: Circulation 2nd Floor ( Less 8'-0" width) = 5,970 SF 8' 3/16" 8' 1/8"
1" = 80'-0" 3- Level 1" = 80'-0" 4- Level 1" TERRA COTTA 5/8" AIR SPACE 4" POLY-ISO INSULATION AIR, VAPOR, WEATHER BARRIER 5/8" GYP. SHEATHING 6" METAL STUDS 5/8" GYP. WALLBOARD EXTERIOR SIDE 3/8" METAL PANEL 3/4" AIR SPACE 4" POLY-ISO INSULATION AIR, VAPOR, WEATHER BARRIER 5/8" GYP. SHEATHING 6" METAL STUDS 5/8" GYP. WALLBOARD EXTERIOR SIDE 4" BRICK 7/8" AIR SPACE 4" POLY-ISO INSULATION AIR, VAPOR, WEATHER BARRIER 5/8" GYP. SHEATHING 6" METAL STUDS 5/8" GYP. WALLBOARD EXTERIOR SIDE BRICK WALL TYPE WALL ASSEMBLIES METAL PANEL - WALL TYPE TERRA COTTA - WALL TYPE CURTAINWALL WALL TYPE STOREFRONT WALL TYPE KAWNEER CLEARWALL, SEE SPEC EXTERIOR SIDE KAWNEER 451 UT OR 601 UT, SEE SPEC EXTERIOR SIDE REVISIONS: SCALE DRAWN ISSUE JOB STATE OF MARYLAND Professional Certification certify that the documents were prepared & approved by Gordon Thomas Ingerson, and am licensed Architect under the laws of the State Maryland. License 7313 Expiration Date: 10 /18 /2024 CONSULTANTS: OWNER: ARCHITECT OF RECORD: KPN Architects, LLC 1800 Washington Boulevard, Suite 414 Baltimore, MD 21230 T: 443.682.7757 3/5/2023 10:33:50 PM 1" 1'-0" Marlboro Hall Renovation & Addition Prince George's Community College 301 Largo Rd, Largo, MD 20774 301.546.6000 MATERIAL AXON VIEWS A-003 2112 Weigand Associates, Inc. 20270 Goldenrod Lane Germantown, Maryland 20876 T: 301.540.9060 Koffel Associates, Inc 8815 Centre Park Drive, Suite 200 Columbia, Maryland 21045 T: 410.750.2246 Triad Engineering, Inc. 1075 Sherman Avenue Hagerstown, Maryland 21740 T: 301.797.6400 Floura Teeter Landscape Architects, Inc. 800 N. Charles Street, Suite 300 Baltimore, Maryland 21201 T: 410.528.8395 Aerosol Monitoring Analysis 1331 Ashton Road, Suite Hanover, Maryland 21076 T410.684.3327 MEP/FP ENGINEERS: SMOKE ANALYSIS: CIVIL GEOTECH ENGINEERS: LANDSCAPE ARCHITECTS: ENVIRONMENTAL REMEDIATION: Author Silman Associates 1053 31st. Street NW Washington, DC 20007 T: 202.333.6230 STRUCTURAL ENGINEERS: Rev 22 - 100% Construction Documents March 3, 2023 1 AXON -Exterior Materials -SW 2 AXON -Exterior Materials -SE 4 AXON -Exterior Materials -NW 3 AXON -Exterior Materials -NE
1" TERRA COTTA 1 5/8" AIR SPACE 4" POLY-ISO INSULATION AIR, VAPOR, WEATHER BARRIER 5/8" GYP. SHEATHING 6" METAL STUDS 5/8" GYP. WALLBOARD EXTERIOR SIDE 1 3/8" METAL PANEL 3/4" AIR SPACE 4" POLY-ISO INSULATION AIR, VAPOR, WEATHER BARRIER 5/8" GYP. SHEATHING 6" METAL STUDS 5/8" GYP. WALLBOARD EXTERIOR SIDE 4" BRICK 1 7/8" AIR SPACE 4" POLY-ISO INSULATION AIR, VAPOR, WEATHER BARRIER 5/8" GYP. SHEATHING 6" METAL STUDS 5/8" GYP. WALLBOARD EXTERIOR SIDE BRICK - WALL TYPE 1
METAL PANEL - WALL TYPE 2 TERRA COTTA - WALL TYPE 3 CURTAINWALL - WALL TYPE 4 STOREFRONT - WALL TYPE 5 KAWNEER CLEARWALL, SEE SPEC EXTERIOR SIDE KAWNEER 451 UT OR 601 UT, SEE SPEC EXTERIOR SIDE CONSULTANTS: OWNER: ARCHITECT OF RECORD: KPN Architects, LLC 1800
T:
T:
STRUCTURAL ENGINEERS: 2 AXON -Exterior Materials -SE
NEW
NEW: 29,230 GSF EXISTING NEW NEW NEW: 24,482 GSF
40,056 GSF NEW: 33,578 GSF EXISTING NEW 1" = 80'-0" 2- LEVEL 02_ GSF Level 03_ GSF 1" = 80'-0" 4- Level 04_GSF 1" = 80'-0" 1- LEVEL 01_ GSF 6. SEE CHAPTER IF A ROOF 8. SKYLIGHT 3. 19. SUSTAINABILITY: A. SEE STRUCTURAL WINDOW DESIGN. GLAZING: 1. PROVIDE SAFETY - IF LESS THAN 18" -OR IF GLASS IS LARGER -OR IF TOP EDGE IS -OR IF AN ADJACENT 6. SEE CHAPTER 11 IF A BUILDING 1. PROVIDE LEED 20. WINDOW EXISTING MARLBORO HALL PLUMBING FIXTURES WATER CLOSET -56 URINAL -38 LAVATORY -68 PRINCE GEORGE COUNTY-LARGO, SUBCONTRACTOR SHALL BE RESPONSIBLE THIS PROJECT AND SHALL PAY DIAGRAMS - LEVELS 1,2,3,4 LEVEL 1 -CIRCULATION DIAGRAM 51 SF STOR. 154BA 6' 0" 7' 11 3/4" PER PRINCE GEORGE'S COUNTY Circulation shall be counted for egress, not plumbing fixtures: Circulation 1st Floor Less 8'-0" width) = 8,807 SF 786 SF CLASSROOM BH203 546 SF CLASSROOM BH202 8' 6' 7/16" 8' 1/8" 8' 0" EXISTING EXISTING: 34,086 GSF NEW: 27,961 GSF NEW EXISTING: 37,014 GSF NEW: 29,230 GSF EXISTING NEW NEW NEW: 24,482 GSF E J EQ EXISTING: 40,056 GSF NEW: 33,578 GSF EXISTING NEW 1" = 80'-0" 2- LEVEL 02_ GSF 1" = 80'-0" 3- Level 03_ GSF 1" = 80'-0" 4- Level 04_GSF 1" = 80'-0" 1- LEVEL 01_ GSF 6. SEE CHAPTER 11 IF A BUILDING ROOF AREA 8. SKYLIGHT FRAMING 3. 2. LEVEL 01 GSF LEVEL 02 GSF LEVEL 03 GSF LEVEL 04 GSF

BUILDING ELEVATION & SECTION

BLDG. SECTION -NORTH SOUTH GRID X5 LOOKING WEST1

E-E SECTION NORTH SOUTH GRID X1 LOOKING EAST

LEVEL 2 156' -2" LEVEL 3 170' -2" LEVEL 4 184' -2" X-D X-G A-.3 EX. BH LEVEL 02 154' -8" EX. BH LEVEL 03 167' -6" EX. BH ROOF 179' -8" X-C X-B X-NN1 EX. BH LEVEL 01 140' -0" HIGH ROOF 198' -2" X-E X-F G.2 EXISTING V.I.F 12'-2 1/4" EXISTING V.I.F 12'-9 3/4" EXISTING V.I.F 14'-8" 2'-0" 1'-2" 13'-1" 35'-9" 40'-0" 32'-0" 32'-0" 38'-0" 30'-0" 2'-4" 18'-0" 52'-5" 5'-0" 21'-11" A-.5 G.4 LEVEL 1 140' -2" 14'-0" 14'-0" 14'-0" 16'-0" STUDENT LOUNGE ENTRY VEST CLASSROOM CLASSROOM STUDENT LOUNGE STUDENT LOUNGE H J H.4 3 A-233 2 A-235 4 A-230 X-A2 H.3 A-1 WEST ATRIUM SKYBRIDGE-WEST SKYBRIDGE WEST CLASSROOM CLASSROOM CLASSROOM CAMPUS CONF-SMALL 21'-0" BH BRIDGE G.8 G.5 2 A-230 12'-0" 10'-0" 2'-0" LEVEL 2 156' -2" LEVEL 2 156' -2" LEVEL 3 170' -2" LEVEL 3 170' -2" LEVEL 4 184' -2" LEVEL 4 184' -2" X-D X-G PENTHOUSE ROOF LEVEL 68' -5" PENTHOUSE ROOF LEVEL 68' -5" HIGH ROOF 198' -2" HIGH ROOF 198' -2" X-E X-F G.2 G.4 LEVEL 1 140' -2" LEVEL 1 140' -2" G.7 H J H.4 3 A-233 A-234 1 H.3 32'-0" 38'-0" 30'-0" 2'-4" 18'-0" 19'-11" 19'-5" 13'-1" 5'-0" 21'-11" CLASSROOM CLASSROOM CLASSROOM SOUTH CORRIDOR SOUTH CORRIDOR SOUTH CORRIDOR CLASSROOM CLASSROOM CLASSROOM MED. CLASSROOM SOUTH ATRIUM CLASSROOM COMMONS ADMIN. WORKROOM ADMIN FACULTY CORRIDOR ADMINADMIN WORKROOM OFFICE ADMIN WORKROOM ADMIN FACULTY CORRIDOR DEAN'S CONF. COMMONS COMMONS STAIR D 10'-5 1/2" 14'-0" 14'-0" 14'-0" G.8 G.5 15'-11 3/4" 1" A-295 1 3/5/2023 10:37:33 PM 1/16" = 1'-0"
1/16" = 1'-0" G-G 1/16" = 1'-0" F-F
LEVEL 2 156' -2" LEVEL 3 170' -2" LEVEL 4 184' -2" X-1 X-3 X-4 X-14 X-15 X-16 8.8 10.8 6.2 7.8 EXISTING ROOF 183' -10" EX. LH LEVEL 01 144' -2" EX. LH LEVEL 02 157' -5" EX. LH LEVEL 03 170' -8" 9.8 HIGH ROOF 198' -2" X-2 15.8 X-12 1.4 14.2 LEVEL 1 140' -2" 12.9 1 A-233 14'-0" 14'-0" 14'-0" 16'-0" V.I.F 13'-1 1/2" V.I.F 13'-3" V.I.F 13'-2 3/4" 5.1 1 A-230 2 A-234 1 A-234 3.2 4.1 6.8 1 A-235 3 A-236 5.5 LEVEL 2 156' -2" LEVEL 3 170' -2" LEVEL 4 184' -2" EX. BH LEVEL 02 154' -8" EX. BH LEVEL 03 167' -6" EX. BH ROOF 179' -8" EX. BH LEVEL 01 140' -0" HIGH ROOF 198' -2" LEVEL 1 140' -2" 015 10 20 STEAM ROOM -LEVEL 00 129' -2" 14'-0" 14'-0" 14'-0" 16'-0" V.I.F 10'-10 1/4" V.I.F 14'-8" V.I.F 12'-9 3/4" V.I.F 12'-2 1/4" 3 A-233 2 A-235 4 A-230 2 A-230 1 A-235 SIM. 2 A-230 SIM. 3 A-339 1 OVERALL EXTERIOR ELEVATION -SOUTH 1/16" = 1'-0" 2 OVERALL EXTERIOR ELEVATION -EAST LEVEL 2 156' -2" EX. LH LEVEL 01 144' -2" EX. LH LEVEL 02 157' -5" LEVEL 1 140' -2" 015 10 20 14'-0" 16'-0" V.I.F 13'-3" V.I.F 13'-2 3/4" 3 A-236 MATERIAL LEGEND BRICK - WALL TYPE 1 METAL PANEL - WALL TYPE 2 TERRA COTTA - WALL TYPE 3 CURTAINWALL - WALL TYPE 4 STOREFRONT - WALL TYPE 5 SUN SCREEN 3/5/2023 10:35:17 PM 1/16" = 1'-0" 1 OVERALL EXTERIOR ELEVATION -SOUTH X-14 X-15 X-16 8.8 10.8 7.8 EXISTING ROOF 183' -10" EX. LH LEVEL 01 144' -2" EX. LH LEVEL 02 157' -5" EX. LH LEVEL 03 170' -8" 9.8 15.8 X-12 14.2 12.9 5 10 20 V.I.F 13'-1 1/2" V.I.F 13'-3" V.I.F 13'-2 3/4" 1 A-230 2 A-234 1 A-234 6.8 EX. BH LEVEL 02 154' -8" EX. BH LEVEL 03 167' -6" EX. BH ROOF 179' -8" EX. BH LEVEL 01 140' -0" 015 10 20 STEAM ROOM -LEVEL 00 129' -2" V.I.F 10'-10 1/4" V.I.F 14'-8" V.I.F 12'-9 3/4" V.I.F 12'-2 1/4" 4 A-230 2 A-230 SIM. REVISIONS: SCALE DRAWN ISSUE JOB STATE OF MARYLAND Professional Certification certify that the documents were prepared & approved by Gordon Thomas Ingerson, and am a licensed Architect under the laws of the State of Maryland. License # 7313 Expiration Date: 10 /18 /2024 CONSULTANTS: ARCHITECT OF RECORD: KPN Architects, LLC 1800 Washington Boulevard, Suite 414 Baltimore, MD 21230 T: 443.682.7757 As indicated 2112 Weigand Associates, Inc. 20270 Goldenrod Lane Germantown, Maryland 20876 T: 301.540.9060 Koffel Associates, Inc 8815 Centre Park Drive, Suite 200 Columbia, Maryland 21045 T: 410.750.2246 Triad Engineering, Inc. 1075 Sherman Avenue # D Hagerstown, Maryland 21740 T: 301.797.6400 Floura Teeter Landscape Architects, Inc. 800 N. Charles Street, Suite 300 Baltimore, Maryland 21201 T: 410.528.8395 Aerosol Monitoring & Analysis 1331 Ashton Road, Suite A Hanover, Maryland 21076 T410.684.3327 MEP/FP ENGINEERS: SMOKE ANALYSIS: CIVIL GEOTECH ENGINEERS: LANDSCAPE ARCHITECTS: ENVIRONMENTAL REMEDIATION: KS Silman Associates 1053 31st. Street NW Washington, DC 20007 T: 202.333.6230 STRUCTURAL ENGINEERS: 1/16" = 1'-0" 1 OVERALL EXTERIOR ELEVATION -SOUTH 1/16" = 1'-0" 2 OVERALL
PARTIAL
EXTERIOR ELEVATION -EAST

STAINLESS STEEL COUNTER FLASHING RECIEVER

PREFINISHED ALUMINUM COPING

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

SEALANT

PVC ROOFING MEMBRANE FLASHING ON 5/8”

THK PRESSURE TREATED PLYWOOD SHEATHING

VAPOR RETARDER

/FT

PVC ROOFING MEMBRANE

WALL

STEEL FOR FLASHING SEAL AT EDGE

PVC ROOFING MEMBRANE

PRESSURE TREATED WD BLOCKING

HOT AIR WELDED SEAM & CONT. SEALANT AT EDGE

selected works 2009-2023 REVISIONS: SCALE DRAWN ISSUE JOB STATE OF MARYLAND Professional 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 # CONSULTANTS: OWNER: ARCHITECT OF RECORD: KPN Architects, LLC 1800 Washington Boulevard, Suite 414 Baltimore, MD 21230 T: 443.682.7757 Prince George's Community College 301 Largo Rd, Largo, MD 20774 T: 301.546.6000 Weigand Associates, Inc. 20270 Goldenrod Lane Germantown, Maryland 20876 T: 301.540.9060 Koffel Associates, Inc 8815 Centre Park Drive, Suite 200 Columbia, Maryland 21045 T: 410.750.2246 Triad Engineering, Inc. 1075 Sherman Avenue # D Hagerstown, Maryland 21740 T: 301.797.6400 Floura Teeter Landscape Architects, Inc. 800 N. Charles Street, Suite 300 Baltimore, Maryland 21201 T: 410.528.8395 Aerosol Monitoring & Analysis 1331 Ashton Road, Suite A Hanover, Maryland 21076 T410.684.3327 MEP/FP ENGINEERS: SMOKE ANALYSIS: CIVIL GEOTECH ENGINEERS: LANDSCAPE ARCHITECTS: ENVIRONMENTAL REMEDIATION: Silman Associates 1053 31st. Street NW Washington, DC 20007 T: 202.333.6230 STRUCTURAL ENGINEERS: LEVEL 4 184' -2" 12.9 EXTRUDED ALUMINUM HEAD CLOSURE TO TOP OF STUD 2'-8" A-245 1 3/4" /12 6" SEALANT SELF-ADHERING SHEET AIR BARRIER WALL TYPE 1 SEE A-003 FOR WALL ASSEMBLY METAL MASONRY TIES @ 16”O.C VERT. WEEP VENTS @ 24" O.C STEEL ANGLE LINTEL ROD & SEALANT PVC ROOFING MEMBRANE FLASHING ON 5/8” THK PRESSURE TREATED PLYWOOD SHEATHING COLD FORM METAL FRAMING W/ INSULATION INFILL FOR COPING 1/2” PREFINISHED ALUMINUM COPING VAPOR RETARDER TURN UP ON PARAPET WALL SLOPE 1/4" /FT PVC ROOFING MEMBRANE CONTINUOUS BENT PLATE APPLIED FIREPROOFING STEEL BEAM 5/8" THK GYP BOARD SOFFIT PREFINISHED ALUMINUM WINDOW CEILING.REF: RCPS WINDOW TREATMENT ASSEMBLY MINERAL WOOL FIRE SAFING COLD FORMED METAL FRAMING MIN. 8" 24GA. COUNTER FLASHING RELIEVER SCREW FASTEN @ 12”O.C 4" SELF -ADHERING FLASHING
TO UNDERSIDE OF COPING .090 CLEAR ANOD .ALUMINUM CLOSURE WITH HEMMED EDGE SEAL TO ANGLE SELF -ADHERING
WEEP VENTS
24" O.C
TO
INSERT
GYP. BD.
3/8" FIRE
SUPPORTED
LEVEL 2 156' -2" X-1 EXISTING
183' -10" MASONRY INFILL DEFLECTION TRACK BEYOND 2'-11 3/8" 3'-0" A-245 3/4" /12 SELF -ADHERING FLASHING AT TO UNDERSIDE OF COPING 6" SEALANT SELF-ADHERING SHEET AIR BARRIER 1'-10" WALL TYPE 1 SEE A-003 FOR WALL ASSEMBLY BRICK MASONRY TIE WEEP VENTS @ 24" O.C .090 CLEAR ANOD .ALUMINUM CLOSURE WITH HEMMED EDGE SEAL TO ANGLE SELF -ADHERING STAINLESS STEEL FOR FLASHING SEAL AT EDGE ROD & SEALANT 5/8" THK GYP BOARD SOFFIT PREFINISHED ALUMINUM WINDOW STEEL JOIST WINDOW TREATMENT ASSEMBLY FIRE TREATED WOOD BLOCKING SUPPORTED ON COLD FORMED ANGLE OR BOXED STUD FRAMING 4" POLYISO INSULATION STEEL BEAM APPLIED FIREPROOFING CONTINUOUS BENT PLATE VAPOR RETARDER TURN UP ON PARAPET WALL SLOPE 1/4"
AT
STAINLESS
@
COLD FORMED FRAMING STRAPPING
SUPPORT EDGE OF GYP. BD., TYP.
BATT INSUL. BETWEEN BEAM AND
AND APPLY SPRAY SEAL, TYP.
TREATED WOOD BLOCKING
ON COLD FORMED ANGLE OR BOXED STUD FRAMING
ROOF
SCREW FASTEN @ 12”O.C SEALANT STEEL SHELF ANGLE FIRE SAFING AT SLAB EDGE TYP. STEEL BEAM METAL OUTRIGGER 4" CMU DRAINAGE MAT THERMAL BREAK PAD 5/8”CEMENT BOARD SHEATHING ON PRESSURE TREATED WD. FRAMING SLOPE PREFINISHED METAL SILL .090 CLEAR ANOD .ALUMINUM CLOSURE WITH HEMMED EDGE SEAL TO ANGLE SEALANT WALL TYPE SEE A-003 FOR WALL ASSEMBLY FIREPROOFING 4" STEEL JOISTS METAL MASONRY TIES @16" O.C VERT WEEP VENTS @ 24" O.C COLD FORMED STRAPPING BATT INSULATION 3/8" STEEL ANGLE LINTEL COLD FORMED STRAPPING BATT INSULATION SS FLASHING LEVEL 4 184' -2" X-D EXISTING ROOF 183' -10" 3/4" /12 CONTINUE ROOFING MEMBRANE TO VAPOR RETARDER TURN UP ON PARAPET WALL SLOPE 1/4" /FT PVC ROOFING MEMBRANE VAPOR RETARDER PVC ROOFING MEMBRANE FLASHING ON 5/8” THK PRESSURE TREATED PLYWOOD SHEATHING SEALANT COLD FORM METAL FRAMING W/ INSULATION INFILL FOR COPING 1/2” PREFINISHED ALUMINUM COPING CONTINUOUS BENT PLATE 2" 24GA. COUNTER FLASHING RELIEVER SCREW FASTEN @ 12”O.C ANOD .ALUMINUM CLOSURE WITH HEMMED EDGE SEAL TO ANGLE SELF -ADHERING STAINLESS STEEL
SECTION @ 12.9 18 18 18 HIGH ROOF 198' -2" J CEILING.REF: RCPS WALL TYPE 3, SEE A-003 FOR WALL ASSEMBLY PREFINISHED ALUMINUM SUN SCREEN W/ OUTRIGGER BOLTED TO BUILDING STRUCTURE 6" SEALANT SELF-ADHERING SHEET AIR BARRIER PREFINISHED ALUMINUM COPING COLD FORM METAL FRAMING W/ INSULATION INFILL FOR COPING 2 1/2” 4" 5/8”THK EXT.TRADE SHEATHING 7" THERMAL BREAK PAD APPLIED FIRE PROFING STEEL BEAM METAL OUTRIGGER VAPOR RETARDER TURN UP ON PARAPET WALL COLD FORMED METAL FRAMING CONTINUOUS BENT PLATE METAL VERTICAL SLIDE CLIP PVC ROOFING MEMBRANE FLASHING ON 5/8”THK PRESSURE TREATED PLYWOOD SHEATHING VAPOR RETARDER 24GA. COUNTER FLASHING RELIEVER SCREW FASTEN @ 12”O.C PVC ROOFING MEMBRANE 3/4" /12 SLOPE 1/4" /FT CONTINUE ROOFING MEMBRANE TO UNDERSIDE OF COPING MIN. 8" 2" THK. BOARD INSULATION 11' 4" AFF 1/2" THERMAL ISOLATION PAD FIRE TREATED WOOD BLOCKING SUPPORTED ON COLD FORMED ANGLE OR BOXED STUD FRAMING 1'-6" HIGH ROOF 198' -2" SEE A-003 FOR WALL ASSEMBLY PERIMETER FIRE CONTAINMENT ASSEMBLY W/ MOKE SEAL METAL VERTICAL SLIDE CLIP 5/8”THK EXT.TRADE SHEATHING SELF-ADHERING SHEET AIR BARRIER CONTINUE ROOFING MEMBRANE TO UNDERSIDE OF COPING PREFINISHED ALUMINUM COPING COLD FORM METAL FRAMING W/ INSULATION INFILL FOR COPING 2 1/2” PVC ROOFING MEMBRANE FLASHING ON 5/8”THK PRESSURE TREATED PLYWOOD SHEATHING VAPOR RETARDER 2" THK BOARD INSULATION PVC ROOFING MEMBRANE VAPOR RETARDER TURN UP ON PARAPET WALL MIN LAP AT TRANSITION SEAL ALL SEAMS PER MFR LEVEL 4 184' -2" EXISTING ROOF 183' -10" HIGH ROOF 198' -2" X-12 WALL TYPE 3, SEE A-003 FOR WALL ASSEMBLY A-245 2 CONC. SLAB APPLIED FIREPROFING METAL DECK ALUMINUM STOREFRONT APPLIED FIREPROFING STEEL BEAM PERIMETER FIRE CONTAINMENT ASSEMBLY W/ MOKE SEAL METAL VERTICAL SLIDE CLIP 5/8”THK EXT.TRADE SHEATHING SELF-ADHERING SHEET AIR BARRIER SEALANT 6" CONTINUOUS BENT PLATE CONTINUE ROOFING MEMBRANE TO UNDERSIDE OF COPING 3/4" /12 PREFINISHED ALUMINUM COPING COLD FORM METAL FRAMING W/ INSULATION INFILL FOR COPING 2 1/2” PVC ROOFING MEMBRANE FLASHING ON 5/8”THK PRESSURE TREATED PLYWOOD SHEATHING VAPOR RETARDER 2" THK BOARD INSULATION PVC ROOFING MEMBRANE SLOPE 1/4" /FT APPLIED FIREPROFING VAPOR RETARDER TURN UP ON PARAPET WALL VAPOR RETARDER MIN. 8" 24GA. COUNTER FLASHING RELIEVER SCREW FASTEN @ 12”O.C CEILING.REF: RCPS WINDOW TREATMENT ASSEMBLY FIRE TREATED WOOD BLOCKING SIM. SIM. 6"x3" HSS ACROSS VERTICAL HSS TUBES, SEE STRUCTURAL DETAIL 6/S-405 4"x4" HSS WITH 6" CFMF IN BETWEEN @ 16" OC. WALL SECTION @ J 18 18 18 18 18 18 LEVEL 2 156' -2" LEVEL 3 170' -2" LEVEL 4 184' -2" X-13 X-4 X-5 X-9 X-11 X-8 HIGH ROOF 198' -2" X-6 X-7 X-10 X-12 4.4 LEVEL 1 140' -2" 12.9 X-4B 3.1 A-339 2 SF-4 SF-4 14'-0" 14'-0" 14'-0" 16'-0" SF-4 SF-4 A-332 2 A-333 1 LEVEL 2 156' -2" LEVEL 3 170' -2" LEVEL 4 184' -2" X-13 X-3 X-4 X-9 X-11 8.8 10.8 6.2 7.8 X-8 9.8 HIGH ROOF 198' -2" X-10 X-2 X-12 1.4 2.4 LEVEL 1 140' -2" 12.9 5.1 3.2 4.1 6.8 A-335 A-335 2 5.5 16'-0" 14'-0" 14'-0" 14'-0" SF-4 SF-4 A-331 3 A-335 6 A-334 1 A-335 1 10'-8" LEVEL 2 156' -2" LEVEL 3 170' -2" LEVEL 4 184' -2" X-D X-G X-C X-B HIGH ROOF 198' -2" X-E XD.5 X-F G.4 LEVEL 1 140' -2" G.7 H H.4 H.3 WELCOME FORUM VESTIBULE SF-4 SF-4 OPEN OFFICE CAFE A-332 1 14'-0" 14'-0" 14'-0" 16'-0" A-336 2 A-336 1 10'-7" X-D X-G X-C X-B X-A X-E X-F G.2G.4 G.7 H H.4H.3 G.8G.5 A-337 1 1/16" = 1'-0" 1 NORTH WALL -SOUTH ATRIUM 1/16" = 1'-0" 2 SOUTH WALL -SOUTH ATRIUM 1/16" = 1'-0" 3 EAST WALL -WEST ATRIUM

ATRIUM STEEL MESH PANEL

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

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.

selected works 2009-2023
LEVEL 2 156' -2" LEVEL 3 170' -2" 5 A-521 LEVEL 1 140' -2" OPEN 6'-6" 17'-3 3/4" 12'-1 1/4" OPEN 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 STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8150 AURA TYPE 304) 65% OPEN AREA GRAPHIC NUMBER PAINTED WHITE 4’-0”W. STAINLESS STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8859 AURA TYPE 316) 77% OPEN AREA 7'-6" 6'-6" 14'-0" 4’-0”W. STAINLESS STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8859 AURA TYPE 316) 77% OPEN AREA PAINTSTEEL FRAMING ACCENT COLOR STOREFRONT DOOR FRAME 4’-0”W. STAINLESS STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8150 AURA TYPE 304) 65% OPEN AREA 4’-0”W. STAINLESS STEEL MESH PANEL A-338 LEVEL 2 156' -2" 3'-6" 3'-0" HAND RAIL 1"⌀ SS NUT W/ SS 2"⌀ WASHER 4" x 4" PAINTED ACCENT COLOR STEEL FRAMING PAINTED STEEL CLIP 1/4" ⌀ PAINTED STEEL HAND RAIL PAINTED STRUCTURE ACCENT COLOR CONC. SLAB SCHEDULED FLOORING ACCENT COLOR 1/8" GAP 1"⌀ STEEL SPACER 1/2" 2" 3/8" 3" 4’-0”W. STAINLESS STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8859 AURA TYPE 316) 77% OPEN AREA 7" 1/8" GAP BETWEEN PANEL PAINTED STEEL CLIP 1/4" 1" W/ SS 2" 4" 4’-0”W. STAINLESS STEEL MESH PANEL (McNICHOLS DESIGNER MESH 8150 AURA TYPE 304) 65% OPEN AREA 2" SUPPORT 4" STEEL 3/6/2023 6:54:47 PM 1/4" = 1'-0" 1 ELEVATION -SOUTH ATRIUM BRIDGE 1/4" = 1'-0" 2 SECTION -SOUTH ATRIUM BRIDGE ELEVATION -WEST ATRIUM BRIDGE 1/32" = 1'-0" 9 BRIDGE -KEY PLAN 4 SECTION -WEST ATRIUM BRIDGE 1 1/2" = 1'-0" 5 SECTION DETAIL BRIDGE RAILING 1 1/2" = 1'-0" 6 PART ELEVATION BRIDGE RAILING 6" = 1'-0" 7 ELEVATION DETAIL METAL MESH PANEL LEVEL2 156-2" LEVEL3 170-2" LEVEL4 184-2" HIGHROOF 198-2" LEVEL1 140-2" 1/4" = 1'-0" 1 WELCOME
1/4" = 1'-0" 2 WELC KEYNOTES
FORUM EAST FACING ELEVATION 4’ W. FRAMELESS SS STEEL MESH PANEL (McNICHOLS 8859 AURA TYPE 316)77% OPEN AREA 4’ W. FRAMELESS SS STEEL MESH PANEL (McNICHOLS 8150 AURA TYPE 304)65% OPEN AREA
DN FD DN UP FD A-201 2 A-200 1 X-D X-D X-G X-G X-13 X-1 X-1 A-.3 A-.3 X-C X-C X-B X-B X-3 X-3 X-4 X-4 X-5 X-9 X-11 X-14 X-14 X-15 X-16 EXISTING BLADEN HALL EXISTING LANHAM HALL EXISTING CHESAPEAKE HALL 8.8 10.8 6.2 7.8 X-8 9.8 30'-0" 38'-0" 32'-0" 32'-0" 40'-0" 32'-0" 3'-9" 13'-1" 1'-2" EXISTING CENTER FOR PERFORMING ARTS MAIN ENTRY OPEN TO ABOVE X-A X-A X-E X-E X-6 X-7 OPEN TO ABOVE X-10 XD.5 X-F X-F X-2 X-2 CLASSROOM 153 MAIN MECH 161 SCULPTURE STUDIO 124 CERAMIC STUDIO 123 SIDE GALLERY 120D ART GALLERY 120 ELEC 122 EAST VEST. 103A QUAD VEST 104A MEN 151 WOMEN 150 FIRE PUMP 155BB LARGE CLASSROOM 154C 15.8 CH-0.1 CH-1 16'-10" 40'-0" 32'-0" 3'-9" OUTDOOR ART YARD X100 X-12 X-12 SOUTH ATRIUM 103 4'-6" 43'-6" 30'-4 3/4" 9'-7 1/4" 21'-11" 5'-0" 13'-1" 11'-11" 7'-6" 12'-5" 7'-6" 18'-0" 2'-4" 6'-6" 17'-6" 13'-8" 10'-4" 3'-11" 20'-1" 9'-9" 14'-7" 13'-10" 13'-10" 18'-2" 9'-10" 28'-0" 28'-0" 28'-0" 28'-0" 23'-8" 24'-4" G.2 G.2 A-201 1 UTILITY X103 A-200 2 1.4 WEST ATRIUM 101 FACULTY OFFICE 140C CHAIR OFFICE 140B ELEC 142B FACULTY OFFICE 142A FACULTY OFFICE 143M FACULTY OFFICE 143C IDF 143B FACULTY OFFICE 143D FACULTY OFFICE 143F FACULTY OFFICE 143H FACULTY OFFICE 143G COMMONS 141 FACULTY OFFICE 142C FACULTY OFFICE 142D FACULTY OFFICE 143L FACULTY OFFICE 143K FACULTY OFFICE 142F STOR. 154BA CLASSROOM CORRIDOR 154 LARGE CLASSROOM 154B FACULTY OFFICE 142E ELEV E-3-2 FACULTY OFFICE 143E MEN 130 STORAGE 126 ELEV E-2-1 JAN 128 STORAGE 162 FACULTY EAST 143 STOR 124F WELDING 124B ELEV EL-1-1 STAFF TOILET 140P STAFF TOILET 143A 40'-0" 11'-11" 7'-6" 12'-5" 7'-6" 18'-0" 2'-4" 14'-3 7/8" 15'-8 1/8" 1'-1 7/8" 8'-6 1/8" 6'-4" 22'-0" 11'-0" 21'-0" CORR 155 TRASH & RECYCLE 155BA MDF 155C JAN 155A STORAGE 141D FACULTY CORRIDOR 140 A-.5 A-.5 1'-2" 14.2 STAIR ST-C-1 WELCOME FORUM 152 TUTORING 141B FACULTY WEST 142 ADMIN. WORKROOM 140G UTILITY X102 CATERING PANTRY 120B X-E2 X-E3 4.4 X-3A 2.4 G.4 G.4 G.3.5 G.3 TUTORING 141A GALLERY STORAGE 121 IDF 127 CURATOR 120A WELCOME FORUM 100B CONSULT 152A CONSULT 152B CONSULT 152C KILN 123C GLAZE ROOM 123B GALLERY VEST. 120E CLAY MIX 123D UP T-1 9X9 - 9x9 GENERATOR (17 5 X 6 5) SW CH5X10 FACULTY OFFICE 140D PANTRY BREAK 140E AVP OFFICE 140JA ADMIN 140Q STAIR ST-D-1 MED. CLASSROOM 154A 12.9 ADJ-FACULTY OFFICE 141E TUTORING III 141F X-4B G.7 G.7 X-2A DUST COLLECTOR 124D UP MATCHLINE 5.1 WOMEN 129 H H J J 3.1 H.4 TUTORING 141G 0.3 0.7 F.1 SUPERVISOR OFFICE 171 SUPERVISOR OFFICE 172 DIRECTOR OFFICE 173 LOCKER ROOM 170B TUTORING 141C CERAMICS SHELL 124A AIR COMPRESSOR 124E STOR 125A FORUM OFFICE 100C MED. CLASSROOM 154D ELEC 155D ENTRY VEST 100A SPRAY BOOTH 123A OUTDOOR STORAGE X100B STAIR ST-E-1 VEST. 102A EAST ALCOVE 160 EAST CORRIDOR 104 3.2 4.1 6.8 X-Q GENERATOR YARD X101 X-A2 X-A2 H.3 490 1/2 4211 1 / 4 NORTH CORRIDOR 102C A-1 A-1 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 12'-0" 12'-0" 12'-0" 6'-11" 5'-1" 6'-5" 9'-7" 8'-0" AS-100 0.2 1 A111A 1 A-111A 1 A-111D 1 A-111D 1 A-111D / 1 A111B 1 A-111B 1 A-111C 1 A111C A-111E A-111E 1 A111D VEST. B100 OUTDOOR STORAGE X100A G.8 G.8 G.5 G.5 MAIN ELEC 110 OFFICE 173A DSS TESTING 173B GALLERY 100D MAIN LOBBY 100 STORAGE 155B PROFESSIONAL TESTING ROOM 170H PROFESSIONAL TESTING ROOM 170G PROCTOR 170F BREAKROOM 175 STAIR ST-A-1 SIM. SIM. SIM. GROUP TESTING ROOM 170A INTAKE ROOM 170C ACA PLACEMENT TESTING 170 STUDENT SEATING 104B STORAGE 143J GALLERY TOOLS 120C MATERIAL STORAGE 125D PLASTER MIX 125E SHELL SPACE 100E SECURITY /INFO DESK 102B 3D-BASIC LAB ARCHITECTURE MODEL STUDIO 125 MICRO-EQUIP. WOODWORKING SHOP 125C WOODWORKING 124C VP WAITING 140J JAN 100D-A MAIL/COPY ROOM 140F MAIL/COPY ROOM 140H WORK STATIONS 170E 5.5 EMER ELEC 110A INTAKE ROOM 170D 1'-7 5/8" 8'-4" 1'-6 3/8" CMU KNOCK OUT FOR FUTURE OPENING MONITORING 174 AVP ASTNT OFFICE 140JB EXEC. VP OFFICE 140JC EXEC. VP /PROVOST OFFICE 140JD A-382 3 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 -002 FOR ADDITIONAL INFORMATION. 3. REFER TO FURNITURE PLANS (A-800s) FOR FRONT OF CLASSROOM ORIENTATION. GENERAL PLAN LEGEND: ADA OPERATOR - REF TO TYPICAL MOUNTING HEIGHTS FLOOR BOXES/POKE THROUGH, REF TO ELECTRICAL DWGS WALL MOUNTED DISPLAY - REF TO MEP DWGS FIRE EXTINGUISHER CABINET HYDRATION STATION - REFER PLUMBING FIXTURE SCHEDULE. ELECTRIC WATER COOLER - REFER PLUMBING FIXTURE SCHEDULE. REFRIGERATOR - REFER FFE PACKAGE. DISHWASHER - REFER FFE PACKAGE. MICROWAVE - REFER FFE PACKAGE. MONITOR FEC HC DF REF DW MW LEVEL 1 OVERALL PLAN REVISIONS: SCALE DRAWN ISSUE JOB STATE OF MARYLAND Professional Certification certify that the documents were prepared & approved by Gordon Thomas Ingerson, and am a licensed Architect under the laws of the State of Maryland. License # 7313 Expiration Date: 10 /18 /2024 CONSULTANTS: OWNER: ARCHITECT OF RECORD: KPN Architects, LLC 1800 Washington Boulevard, Suite 414 Baltimore, MD 21230 T: 443.682.7757 10:34:53 AM As indicated Renovation & Addition Prince George's Community College 301 Largo Rd, Largo, MD 20774 T: 301.546.6000 LEVEL 1 OVERALL FLOOR PLAN A 101 2112 Weigand Associates, Inc. 20270 Goldenrod Lane Germantown, Maryland 20876 T: 301.540.9060 Koffel Associates, Inc 8815 Centre Park Drive, Suite 200 Columbia, Maryland 21045 T: 410.750.2246 Triad Engineering, Inc. 1075 Sherman Avenue D Hagerstown, Maryland 21740 T: 301.797.6400 Floura Teeter Landscape Architects, Inc. 800 N. Charles Street, Suite 300 Baltimore, Maryland 21201 T: 410.528.8395 Aerosol Monitoring & Analysis 1331 Ashton Road, Suite A Hanover, Maryland 21076 T410.684.3327 MEP/FP ENGINEERS: SMOKE ANALYSIS: CIVIL GEOTECH ENGINEERS: LANDSCAPE ARCHITECTS: ENVIRONMENTAL REMEDIATION: DK Silman Associates 1053 31st. Street NW Washington, DC 20007 T: 202.333.6230 STRUCTURAL ENGINEERS: Rev 22 - 100% Construction Documents March 3, 2023 N 18 181/26/2023Rev 18 Exterior Details

ATRIUM 3D RENDERING

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

Table E.1-1: Floor Programming

 Visual Arts Instruction (Classrooms/Labs)

 Marlboro Hall Art Gallery

 Art & Philosophy (Offices)

1st Floor

 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

2nd Floor

 Individual Study/Group Study Rooms

 Conference Rooms

 Non-assignable Lounge/Study Space

 Mathematics, Teacher Education, Psychological/Sociological Instruction (Classrooms/Labs)

 Mathematics Learning Center

3rd Floor

 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)

4th Floor

 Faculty Lounge/Professional Development Training Room

 Conference Room

122

selected works 2009-2023
Marlboro Hall Renovation and Addition Part I and II Program Page

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.

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.

selected works 2009-2023
BUILDING UNDER CONSTRUCTION
OF
SIGNING CEREMONY EXISTING BUILDING
CONSTRUCTION SITE PICTURE PICTURE
BEAM

WABASH TOWN CENTER

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.

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.

REISTERSTOWN METRO
PHASING PLAN
07

PARKING +OFFICE + APT

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.

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.

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.

selected works 2009-2023 PHASE 1B RAMPUP STORAGE GREENROOF STORAGE RAMPUP PARKING TOWER1A OFFICE OFFICE TT TT PARKING TOWER1B 50' WABASH TOWN CENTER WABASH DEVELOPMENT PARTNERS LEVEL 3-4 PLAN_PHASE 1A + LEVEL 3_PHASE 1B_OFFICE+PARKING 277'-0" 32'-0" 32'-0" 214'-0" 308'-0" 0' 10'50' 100' A-5 21222221 1222211 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 1 2 1 21222221 1222211 1 1 1 1 1 1 1 1 1 1 1 1 1 11 2 111 3 1 1 1 1 1 1 1 1 2 21222221 1222211 1 1 1 1 1 1 1 1 111 3 11 21222221 1222211 1 3 2 PHASE 1A PHASE 1B APARTMENTS APARTMENTS GREENROOF GREENROOF 1-1BED+1BATH 2-2BED+2BATH 3-2BED+DEN+ 2BATH 50' WABASH TOWN CENTER WABASH DEVELOPMENT PARTNERS LEVEL 4-8 PLAN_PHASE 1A + LEVEL 4-5_PHASE 1B_MARKET RATE APT 277'-0" 32'-0" 32'-0" 214'-0" 308'-0" A-6 0' 10'50' 100' 20'-0" 28'-0" 31'-0" 6'-0" 1BED+1BATH 570SF 2BED+2BATH 850SF CORRIDOR BL/D C T K C T K T D BLB CC 5' 0' 10' WABASH TOWN CENTER TYPICAL APARTMENT UNIT PLANS_PHASE 1A AND 1B 28'-0" 20'-0" 28'-0" 31'-0" 6'-0" 1BED+1BATH 570SF 2BED+2BATH 850SF CORRIDOR BL/D C T K C T K T D BLB CC A-7 5' 0' 10' WABASH TOWN CENTER WABASH DEVELOPMENT PARTNERS TYPICAL APARTMENT UNIT PLANS_PHASE 1A AND 1B 28'-0"
PARKING AREA MARKET RATE APARTMENT TYPICAL APARTMENT UNIT PLAN PHASE 1B RAMPUP STORAGE GREENROOF STORAGE RAMPUP PARKING TOWER1A OFFICE OFFICE TT TT PARKING TOWER1B 50' WABASH TOWN CENTER WABASH DEVELOPMENT PARTNERS LEVEL 3-4 PLAN_PHASE 1A + LEVEL 3_PHASE 1B_OFFICE+PARKING 277'-0" 32'-0"32'-0" 214'-0" 308'-0" 0' 10'50' 100' A-5
26'-0" 44'-0" RETAIL 456' 22'-0" 26'-0" 26'-0" 22'-0" 44'-0" APT OFFICE APT APT APT APT APT APT APT OFFICE RETAIL PARKING PARKING PARKING PARKING 532' 521' 510' 499' 488' 477' 466' 456' 22'-0" 26'-0" WABASH TOWN CENTER WABASH DEVELOPMENT PARTNERS PART BUILDING SECTION_PHASE 1A A-8 0' 5' 10'20' BUILDING SECTION + RENDERING

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.

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.

PHASE 2B APARTMENTS WABASHWABASHTOWNCENTER DEVELOPMENTPARTNERS LEVEL3-5PLAN_PHASE2B_SLAPARTMENTS B-7 104'-0" 264'-0" 0'5'10'20'40' 211/211/211/211/211/2 1 11/211/211/211/2 21/22 2 WABASH TOWN CENTER WABASH DEVELOPMENT PARTNERS LEVEL 3-5 PLAN_PHASE 2B_SL APARTMENTS B-7 104'-0" 0'5'10'20'40' 2 11/2 11/211/2 11/2 11/2 2 2 - 2BED+2BATH ACCESSIBLE APARTMENT 1 1/2 - 1 BED+1DEN+1BATH ACCESSIBLE APARTMENT LEVEL 3-5 PLAN_PHASE 2B_SL APARTMENTS

CHICAGO MIDTOWN ATHLETIC

Architect Intern

CLUB

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.

LANDING PIT KIDS CLUB PARKING GARAGE VESTIBULE SALES OFFICE CORRIDOR HOTEL MANAGER GM’S OFFICE LOBBY ACCESSIBLE ELEV CHNG ENTRY VESTIBULE WAITING ELEV SHWR SHWR SHWR OFFICE UNISEX SHWR SHWR RECEPTION INDOOR POOL DECK HYDRO.SPA POOL TEMP CLOSET STEAM TEMP CLOSET TEMP. CLOSET STEAM SAUNA ADA CHNG SERV ELEV JAN.CL MEN’S LOCKER MEN’S GROOMING CHNG ELEC PANEL RM LAUNDRY BOH CORRIDOR WATER HTR RM FIRE PUMP HEAD PRO ELEC PANEL (M) COMMON AREA MECH (W) SHOWERS (M) SHOWERS B.OH.CORRIDOR POOL STORAGE FLOOR 1 KEY PLAN N
08

FITNESS & HOTEL ROOM RENDERING

selected works 2009-2023 STAIR ST-1 CORRIDOR ELEVELEV STORAGE OFFICE STAIR ST3(EAST) STAIR ST7 UTILITY OFFICE JAN CL FLOOR 3 KEY PLAN N RESTAURANT GOLF SIMULATOR FITNESS OFFICE GROUP SPINNING ELEVATOR EL-4 VESTIBULE GOLF SIMULATOR ELEVATOR LOBBY KITCHEN YOGA DRY STORAGE DRY STORAGE DRY STORAGE STAIR VESTIBULE VESTIBULE EL-02 STAIR ST1 WEST EL-01 BREAK RM MIND/BODY YOGA PREF LANDING PIT PILATES STAIR ST2 FLOOR 2 KEY PLAN N

KULA BELGRADE SERBIA

Architectural Designer

Brief Description of Project

Size : 42-floor, 168-meter (551 ft) tall

Design Start : 2015

Constructions Start : 2016

Setting : Mixed -use skyscraper

Skidmore, Owings & Merrill LLP 2017

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.

09
selected works 2009-2023

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

selected works 2009-2023

CONSTRUCTION

BUILDING UNDER CONSTRUCTION

selected works 2009-2023

LIANG JIANG SALES DEPARTMENT DESIGN

Interior Designer

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
10

SALES DEPARTMENTS 3D RENDERING

SALES DEPARTMENTS ELEVATIONS

selected works 2009-2023
SALES DEPARTMENT FINISHED WORK

Student Work 11

CHICAGO OBAMA PRESIDENTIAL CENTER

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 commu nity thoroughfares.

SUSTAINABILITY : DAY LIGHTING

DESIGN CONCEPTS BUILDING STRUCTURE

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.

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.

HYDE PARK HIGH SCHOOL PROPOSAL LIBRAY SITE JACKSON PARK JACKSON PARK CONNECTON CONNECTON JACKSON PARK ARCHIVE PRESIDENT OFFICE AREA CONNECTON CONNECTON JACKSON PARK JACKSON PARK CONNECTON CONNECTON HYDE PARK HIGH SCHOOL PROPOSAL LIBRAY SITE HYDE PARK HIGH SCHOOL PROPOSAL LIBRAY SITE HYDE PARK HIGH SCHOOL PROPOSAL LIBRAY SITE SCHOOL EDUCATION LIBRAY EXIHIBITION S STONY ISLAND AVE LIBRARY SITE LIBRARY SITE LIBRARY SITE LIBRARY SITE

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.

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.

SITE ANALYSIS
A A COURTYARD LECTURE HALL PHOTO DISPLAY AREA PERMANENT EXHIBITION AREA MULTIMEDIA EXHIBITION AREA TEMPORARY EXHIBITION AREA GIFT SHOP LOBBY LIBRARY STUDY SITE PLAN
CAFETERIA 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.

selected works 2009-2023

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.

selected works 2009-2023

CHICAGO LIGHTING AND MANUFACTURE COMPANY

Codes Specs Joints Seams 2015 Student Work

A small, lighting design and manufacturing company has approached me to design a single warehouse and office facility in Chicago. They are moving from the suburbs into Chicago to improve with the goal of improving their facilities to attract and retain better staff as well as provide an on-the-ground location for client and company meetings. They have asked me to provide them with the following spaces within no more area than 14,000 SF.

12

PROGRAMMING

Isometric Drawing

selected works 2009-2023

PROJECT SCHEDULE

GANTT CHART FOR ARCHITECTURAL AND CONSULTANT SERVICES

024681012141618202224

PHASE 1PROJECT START: ESTABLISHMENT

SITE + ZONING ANALYSIS

GENERAL CONDITIONS

PROJECT MANAGEMENT

SCHEDULE & BUDGET

CONTENT INVENTORY

DEVELOPMENT PERMIT

PHASE 2DESIGN DEVELOPMENT

ARCH/CONS DESIGN + DETAILING

VISUAL DESIGN

DESIGN DEVELOPMENT DOCUMENTS

BUILDING PERMIT

PHASE 3CONSTRUCTION DOCUMENTS

PAGE WIREFRAMES

PROTOTYPES

ENGINEERING

PHASE 4CONSTRUCTION ADMINISTRATION

PAGE PRODUCTION

TESTING

FINAL QUALITY

Issuing all notices and communication a ecting this project on a timely basis Coordinating the building project with all local and state regulatory authorities

Negotiating with all sub-contractors

Communicating with the building owner including the architect Making decisions for while representing the contractor's interest in matters related to cost, schedule and execution of construction

Daily planning and execution of all eldwork

Scheduling and directing sub-contractors on the job site, Maintaining on site records as required, Managing dimensional control of the structures Monitoring the completed work for compliance with the contract drawings including speci cations

will coordinate with the design build team construction planning during the pre-construction phase of the building project. Meetings will be held as required to review, discuss and plan the project. Planning items include:

Project Master Schedule

Construction Phasing Plan

Design Drawing Review

Coordination with Outside Agencies

Coordination with Public Utility Services

Conceptual Estimating

Value Engineering

The project schedule for the last part is discussed weekly and updated monthly so that everyone involved is kept abreast of the progress of the job.

Budget Development

Constructability Review

Budget Review and Control

Bidder Pre-quali cation and Bid Solicitation

De nition of "Bid-Package" Scopes

Final Bid Tabulations and Review

SITE: 3705 N LINCOLN

Site Analysis

SITE PLAN SITE ANALYSIS

selected works 2009-2023 SITE: 3705 N LINCOLN DATE: District type code District Title Zoning Code Section Front Yard Setback Floor Area Ratio Maximum Building Height Lot Area per Unit Side Setback Rear Yard Setback Side Setback None, except for industrial parks and properties bordering R-zoned lots (see 17-5-0405-A for details). Rear Yard Setback None, unless rear property line borders R-zoned lot's side or rear property line. Then the minimum setback is 30 ft. o street Loading 1 Loading space required per 10,000-49,999 sqf.2per 50,000 to 99,000 sqf.Size.Requirement:10x25(17-10-1100)sqf.Size District type code Address: 3705 N Lincoln Ave, Chicago, Illinois, United States Address: 730 W Fulton Market District Title Zoning Code Section Front Yard Setback Floor Area Ratio Maximum Building Height Lot Area per Unit M1-2 Limited Manufacturing/Business Park District 17-5-0102 2.2 50’(17-3-0408) None None, except for industrial parks and properties bordering R-zoned lots (see 17-5-0405-A for details). 54,263max Group U (Manufacturing), Group o ce) Group U: Space per 4 Employees GroupL: None for the rst 4000 sf,2 for every 1000 sf after Parking Group Minimum Autmobile Parking Ratio: 17-10-0207 Estimated Number of Parking Spaces: Estimated Number of bike Spaces: o Street Loading Employees x parking ratio =11 space req. Employees x bike ratio =1 space req. 17-10-1101 Industrial N Site Plan 1
Scale 1:60 Use Group Gross Floor Area
WORKING AREA RENDERING

OFFICE OCCUPANCY:

(Suggested 5800 SF) (with a grossing factor of approximately)

300 sf Office (company president)

225 sf Office (company senior accountant)

150 sf Office x 4 (accountants and clerks)

2100 sf Open office area for sales staff (cubicle desks and seating)

430 sf Board room and high-end display area (encourage innovative use of space for display area)

150 sf Kitchen Kitchenette (if required)

65 sf Photocopy stand and primary filling room

200 sf Server room (fire protected)

150 sf Office reception (public)

175 sf Washrooms (a sufficient number with at least one accessible washroom)

100 sf Coat closets

100 sf Other file storage to be integrated in design where appropriate

100 sf Mechanical room and elevator

WAREHOUSE OCCUPANCY: (Suggested 6250 SF)

Open racks for storage for raw materials, parts and completed fixtures (maximum)

Area for milling machines x 4

Area for polishing machines x 2

Area for welding station (oxy acetylene) x 1 Washrooms (two minimum)

100 sf Sprinkler room (life safety)

selected works 2009-2023

Student Work

FURNITURE DESIGN

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.

13

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.

selected works 2009-2023

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

selected works 2009-2023

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.

14

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.

selected works 2009-2023

THE DOORS OF CULTURE

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 KYOTO AND
The Doorway in Chicago (Laser Cut Halftone Picture) 13.5inx17.5in
CHICAGO 2015
13.5inx17.5in
The Doorway in kyoto (Laser Cut Halftone Picture)

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.

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.

selected works 2009-2023 PAINTING INSTITUTE 2015
CHICAGO WINTER
The Cityscape of Chicago (Oil Painting on Canvas) 18inx24in The stree view of Sunset (Oil Painting on Canvas) 18inx24in

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