Teagan Andres' Work Samples

Teagan Andres

Teagan AndresAssoc. AIA, LEED A.P.

416 Highland Ave.Ambler, PA 19002e: [email protected]: 203.260.5381

EducationBoston Architectural CollegeDistance M.Arch :: Expected graduation May 2012

Massachusetts Institute of TechnologyB.S. Art and Design :: June 2008

Escuela Tecnica Superior de Arquitectura de MadridMadrid, Spain :: Spring 2007

Relevant Courses: Level I Studio, Built Landscape Studio, Design Intentions Studio, Computing Design, Build-ing Technology, History of Architecture, Visual Arts, Photography, Structural Design, Advanced Spanish Con-versation & Composition, Advanced Spanish Reading & Writing

Architectural Intern at large firm which specializes in education, healthcare, and transportation. Participated in all phases of design and construction, and contributed to several marketing efforts. Very involved in the firm’s award winning IDP group.

Semester study abroad at Madrid’s renowned architecture school. Studied theory of historic restoration (taught completely in Spanish).

Currently enrolled in online work/study Master’s of Architecture program. Two year, NAAB accredited master’s curriculum includes studios, leadership and professional practice, history, theory, stainability, and thesis.

Assisted two graduate students in completing each’s respective thesis research. First thesis involved building rammed earth wall. Assisted in excavating site, constructing framework and wall. Second thesis involved de-signing and performing tests of maximum possible stresses in masonry arches.

ExpEriEncEBruce E. Brooks & AssociatesMEP Consultants :: Philadelphia, PA April 2010- Present

Darden ArchitectsArchitecture, Planning & Interiors :: Fresno, CA August 2008- April 2010 :: AIA IDP Firm of the Year 2008-2012

Moshe Safdie and AssociatesArchitecture :: Cambridge, MA :: January 2008

UROP: Rammed Earth Building TechnologyUROP: Behavior of Masonry ArchesResearch Assistant :: Cambridge, MA :: June- August 2005

Intern for large international firm. Tasks included editing, detailing and preparing schematic design presenta-tion drawings for Skirball Cultural Center.

Revit MEP specialist for a mechanical & electrical consulting firm. Established office standards, including of-fice manual, for Revit MEP. Involved in all aspects of mechanical design and construction phases for archi-tectural projects.

SkillSRevit Architecture, Revit MEP, AutoCAD, AutoCAD MEP, DataCAD, Adobe CS3 Creative Suite, Sketch Up, Presentation preparation and execution, written and oral communica-tion, organization and documentation, Windows and Mac OS, Spanish

intErEStSRunning, cycling, swimming, hiking, traveling, exploring, photography, literature, historic preservation architecture, sustainable design, urban environments, concept cars

Work Samples

ExperienceBruce E. Brooks & Associates

Darden Architects

Education Boston Architectural College

Massachusetts Institute of Technology

de mia

1

12

23

Experience

Bruce E. Brooks & AssociatesRevit specialist, mechanical draftsman, architectural liaison

April 2010- present

Darden Architects Architectural intern

August 2008- April 2010

2

6

1

Mechanical Shaft Section

Upon completion, the new 60,000 square foot, five story academic Building on Penn State’s main campus will house the psychology department. The building will contain several offices, a lecture hall, conference rooms, and supporting amenities. Bruce E. Brooks & Associates was responsible for the mechanical, electrical, plumbing and fire protection design.

This project utilized Revit MEP, which required regular coordination between architectural and mechanical models. I was responsible for coordinating these items as well as communicating with the architect regularly about model coordination items. I was also directly involved with the mechanical, plumbing, and fire protection aspects of the project, with efforts focusing primarily on HVAC design.

HendersonThe Pennsylvania State UniversityBohlin Cywinski Jackson

DN

UP

DN

UP

1

1

2

2

C C

DD

10

10

D.1

E E

2.5

2.5

B B

3.3

A A

A.7

4

4

5

5

6

6

6.9

6.8

8.5

D.8

7

7

P1

P3

P5

P7P8

F

7.4

P2

P4

P6

D.7

8 9

9

3

3

7.5

7.9

C.5 C.5LC LC

1-SLOT LD-34' - 0" ACTIVE

120 CFMTYP OF(2)

10x10CRR-2150 CFM

10x10CRR-2150 CFM

10x10CRR-2150 CFM

10x10CRR-2150 CFM

10x10CRR-2150 CFM

10x10CRR-2150 CFM

12x12CRR-2220 CFM

12x12CRR-2220 CFM

12x12CRR-2220 CFM

12x12CRR-2220 CFM

12x12CRR-2220 CFM

12x12CRR-2220 CFM

12x12CRR-2240 CFM

12x12CRR-2220 CFM

10x10CRR-1195 CFM

12x12CRR-2220 CFM

12x12CRR-2220 CFM

12x12CRR-2220 CFM

12x12CRR-2220 CFM

10x10CRR-2130 CFM

12x12CRR-2190 CFM

18x18CRR-2405 CFM

9x9CD-2160 CFM

9x9CD-2160 CFM

9x9CD-2160 CFM

9x9CD-2170 CFM

9x9CD-2170 CFM

12x12CD-2290 CFM

1' - 0"CD-1290 CFM

22x22CRR-2580 CFM

12x12CD-2240 CFM

12x12CD-2240 CFM

10x10CRR-2170 CFM

6x6CD-260 CFM

12x12CRR-1115 CFM

12x12CRR-2240 CFM

12x12CRR-2220 CFM

20x20CRR-2520 CFM

6x6CD-2100 CFM

8"CD-1140 CFM

6"CD-175 CFM

6"CD-175 CFM

14x14CEG225 CFM

8x6CEG100 CFM

14x14CEG225 CFM

VAV

303

VAV

320H

VAV

320F

VAV

308

VAV

316C

VAV

316A

VAV

316

VAV

320 VAV

310

VAV

306

VAV

308AVAV

308C

VAV

310A

VAV

310D

VAV

312

VAV

314VAV

301

VAV

321F

10x10CD-2180 CFM

10x10CD-2180 CFM

9x9CD-2170 CFM

20x20CRR-2480 CFM

8x8CRR-2100 CFM

8x8CRR-2100 CFM

S

S

S

S

S

S

FS

S

8x6CRR-1510 CFM

SA NO10"x8"

S

S

10x10CRR-2150 CFM

10x10CRR-2170 CFM

10x10CRR-2150 CFM

RA NO10"x8"

FS

FS

FS

FS F

S

FS

FS

FS

S

SA SO16"x16" SA SO16"x12"

SA CO24"x22"

SA CO14"x12" SA CO10"x10"

RA CO14"x14"

RA

NO

20"x

16"

RA SO24"x16"

RA SO12"x12"SA CF22"x20" UP

SA C26"x24" UP

RA SO30"x22" UP

RA CO20"x20" UP

SA NO18"x20" UP

RA NO20"x16"

EX C18"x20" DN

RA NO16"x16" UP

SA CO12"x16" UP

8x6CEG75 CFM

SA CO18"x18"

RA SO28"x18"

UP

DN

VAV

316E

EX CP10"x6" UP

EX CP6"x8" UP

6x6CRR-260 CFM

6x6CD-2100 CFM

RA CO18"x18"

SA CO24"x20"

RA CO12"x12"

SA

C18"x

18"

Post DocFellow320D

ResearchAssoc320C

AdminDirector

320B

AdminDirector

316E

ResearchAssoc316D

Post DocFellow316C

ResearchAssoc316B

Prof Staff316A

PRCConference

312

Recept &Visitors

314

CopierRoom313A

ConferenceRoom311

AdminDirector

310E

ResearchAssoc310D

Post DocFellow310C

ResearchAssoc310B

ResearchAssoc310A

ResearchAssoc308E

Post DocFellow308D

ResearchAssoc308C

AdminDirector

308BAdmin

Director308A

StaffAssistant

307

OffBennettChair306

CorridorQ301

VisitingFaculty

304

AdminAssistant

301

AssistDirector

303

Dir AdminOffice302

SecureData Stor

305

ElectricalP305

ProjectArea II

320

Women'sToiletR319

Men'sToiletR318

ProjectArea I316

ProjectArea IV

308 ProjectArea III

310

LobbyF301

ResearchAssoc320E

Prof Staff320F

JanitorJ319

Stair AZ301

Stair BZ302

Prof Staff320A

AdminDirector

320H

DataAnalyst320G

CorridorQ304

CorridorQ302

PreventionCommons

309

CorridorQ303

CorridorQ307

CorridorQ306

CorridorQ305

Stair CZ303

DuctShaft

DuctShaft

DuctShaft

Stair COpening

ElevatorV301

InteractiveCommons

315

OfficeServices

313

CorridorQ309Corridor

Q308


110 CFM(TYP OF 24)


110 CFM


120 CFMTYP OF(2)


110 CFMTYP OF(2)


110 CFMTYP OF(2)


80 CFM


110 CFMTYP OF(2)


100 CFM


95 CFMTYP OF(2)


130 CFM


110 CFMTYP OF(2)


75 CFM(TYP OF 16)


100 CFM


70 CFM

5"LBS-12' - 0" ACTIVE

140 CFM


200 CFMTYP OF(2)


170 CFMTYP OF(2)


190 CFM


365 CFM(TYP OF 4)


100 CFMTYP OF(9)

20x20CRR-2440 CFM

6H5.30

SA 31210"x12"

SA 31410"x10"

SA 31612"x10"

SA 32012"x10"

SA 30110"x8"SA 3026"x6"

SA 30310"x10"

SA 30612"x8" SA 308c12"x8"

SA 308c12"x12"


205 CFMTYP OF (2)

SA 307q8"x6"

SA NO8"x8"

SA NO18"x16"

SA 316c10"x8"SA 320c6"x6"

RA NO8"x6"

6x6CRR-1100 CFM

6x6CRR-1100 CFMEX JC14"x12" UP, 10"x10" DN

RA SO12"x12"

VAV

302

VAV

320C

VAV

309

6"CD-1135 CFM

9x9CD-2160 CFM

SA SO12"x10"

SA 3088"x6"

SA 3036"x6"

RA SO10"x10"

RA SO8"x8"

VAV

307Q

LBR-1305 CFM

5'-0" ACTIVETYP OF (2)


140 CFMTYP OF(2)

VAV

311

SA 3

1118"x

14"

EX JC12"x14" DN

3 3/4"LD-TZ4' - 0" ACTIVE

280 CFM

LR-1280 CFM

4'-0" ACTIVETYP OF(2)

DefaultReturn Air(ta)

16"x18" UP

FS

S

S

FS

FS

& SA 20"x18" DN

SA SO32"x20" UP& SA 20"x18" DN

SA 30910"x8"2

H5.60

1H5.50

1H5.60

1H5.40

SA 316e6"x6"

SA 3018"x6"

RA CO12"x10"

RA CO10"x10"

Default ReturnAir (ta)10"x8"

Def

ault

Ret

urn

Air

(ta)

18"x

14"

UP& EX 14"x18" DN

RA CO10"x8"

RA CO10"x8"

LR-1450 CFM




RA CO28"x20" DN

SA 31012"x12" SA 31012"x10"

& SA 16"x14" DNDN & RA 20"x20" UP

RA NO10"x10"

RA NO8"x6"

& SA 30"x20" DN

& RA 20"x18" DN

& RA 20"x18" DN

DN& RA 20"x22" UP


140 CFM(TYP OF 2)


70 CFM


80 CFMTYP OF(2)

SA 31210"x8"SA 3128"x8"SA 3126"x6"

SA 3128"x10"

& SA 18"x16" DN

RA SO18"x12"

EX CP10"x8" UP

LR-180 CFM



170 CFMTYP OF (2)

UP & DN

& DN

UP

EX C10"x8"

EX C12"x10"

EX JC8"x6"

EX CP8"x6"

SA 3018"x6"

18x18CRR-2405 CFM

H3.302

H3.303

H3.304

H3.305

H3.306

& DN

SA 31116"x12"

SA 31114"x10"

SA 3128"x8"

SA 3126"x6"(TYP OF 2)SA 3128"x8"

SA 3126"x6"(TYP OF 3)

SA 31212"x8"SA 31214"x12"

24'-3" TOTALLENGTH (V.I.F.)(TYP OF 2)



7'-6" TOTALLENGTH (V.I.F.)

SA 310d10"x10"


SA SO10"x10"

SA 310d6"x6"(TYP OF 4)

SA 310a8"x8"

SA 310a6"x6"(TYP OF 6)

SA 310a12"x12" SA 310a12"x8"

SA SO14"x10"

SA 308c8"x8"

SA 308c6"x6"(TYP OF 6)

SA SO14"x10"

SA 308a12"x8"

SA 308a8"x8"SA 308a6"x6"(TYP OF 6)

SA 308a12"x12"

SA SO12"x12"

SA SO24"x16"

SA 3066"x6"(TYP OF 3)



(TYP OF 2)

SA 3026"x6"(TYP OF 2)

SA 3028"x8"

SA 3026"x6"(TYP OF 2)

SA 3028"x8"SA 30212"x10"

SA SO12"x10"

SA 3038"x8"

(TYP OF 2)

SA SO16"x12"RA SO8"x8"RA SO16"x12"

RA SO8"x6"

RA SO6"x6"RA SO8"x8"

RA SO24"x14"

RA SO6"x6"

RA SO8"x8"(TYP OF 2)

(TYP OF 3)

RA SO28"x16"

RA SO8"x8" RA SO8"x8"(TYP OF 3)

RA SO28"x20"


SA 320g6"x6"(TYP OF 2)

SA 320g8"x8"SA 320g10"x8"

SA 320g8"x6"

SA 320f6"x6"(TYP OF 2)

SA 320f8"x8"

SA 320c8"x8"

SA 320c10"x10"

(TYP OF 6)

SA NO16"x12"

(TYP OF 4)SA 316e8"x8"

SA 316e10"x8"

SA NO18"x12"

SA 316c6"x6"(TYP OF 6)SA 316c8"x8"SA 316c10"x10"

SA NO20"x16"

RA NO12"x10"

RA NO14"x12" RA NO18"x12" RA NO18"x14"



SA 321f12"x10"

SA 321f14"x10"

SA 321f14"x12" SA 321f6"x6"(TYP OF 2)


SA 30810"x8"

SA 3088"x8" SA 3088"x8"

SA 30812"x10"

SA 3208"x6"

SA 3208"x6"

SA 3208"x6"

SA 3208"x6"

SA 32010"x8" SA 3208"x6"

SA 32014"x12"SA 3208"x6"

SA 3018"x6"

RA CO8"x8"

RA CO8"x8"RA CO14"x14"

RA CO12"x10"


H3.307

1

1


1

13'-6" TOTALLENGTH (V.I.F.)1


1


1 8'-5" TOTALLENGTH (V.I.F.)


(TYP OF 9)


1

1

1

1


1

1

1

6'-0" TOTALLENGTH (V.I.F.) 1


1


1


1




1 9'-10" TOTALLENGTH (V.I.F.)(TYP OF 4)


1 10'-11 TOTALLENGTH (V.I.F.)






2

FS

S

CONNECT TOARCHITECTURALGRILLE WITH PLENUM1650 CFM

C C

6H5.30

S

S

S

FS

FS

FS

EX 10"x6" UP&DN

RA 28"x20" UP&DN

SA 12"x16" UP& SA 20"x18" DN

SA 32"x20" UP& SA 20"x18" DN

B B

6

6

1H5.50

FS

FS

FS

S

S

S

SA 18"x20" UP& SA 16"x14" DN

RA 16"x16" DN& RA 20"x20" UP

EX 18"x20" UP& EX 14"x18" DN

EX 10"x8" UP&DN

DD

7

7

2H5.60

S

S

S

FS

FS

FS

SA 26"x24" UP& SA 30"x20" DN

RA 20"x20" UP& RA 20"x18" DN

RA 30"x22" UP& RA 20"x18" DN

9

9

2H5.60

S

FS SA 22"x20" UP

& SA 18"x16" DN

S

FS

EX 6"x8" UP

RA 16"x18" DN& RA 20"x22" UP

FS

SB

5

EX 14"x12" DN

2

FS

S

BCJ/BBA PROJ. NO.

8 West Market StreetSuite 1200Wilkes-Barre, PA 18701

Seal

SCALEC 2010 Bohlin Cywinski Jackson

DATE

PSU PROJECT NO.

CHECKED BY

Robert Silman AssociatesStructural Engineers1053 31st Street, NWWashington, DC 20007v. 202.333.6230f. 202.318.3015

Bruce E. Brooks & AssociatesMechanical / Plumbing / Electrical / FireProtection2209 Chestnut StreetPhiladelphia, PA 19103v. 215.569.0400f. 215.569.2664

Gannett Fleming, Inc.Civil EngineeringP.O. Box 67100Harrisburg, PA 17106-7100v. 717.763.7212f. 717.763.8150

Michael Vergason LandscapeArchitects, LTD1102 King Street, 2nd FloorAlexandria, VA 22314v. 703.836.5557f. 703.836.5505

General Notes

NOT FOR CONSTRUCTION

Architecture Planning Interior DesignWilkes-Barre Pittsburgh Philadelphia Seattle San Francisco

Bohlin Cywinski JacksonDGS PROJECT NO.

800-290

06-42744.00

8/27

/201

0 6:

06:5

6 PM

As indicatedUniversity Park, PA

H3.30

September 1, 2010

08001/08-026Henderson Addition-Biobehavioral Health Building

DAE, CSA

HVAC DUCT L3 FLOOR PLAN

The Pennsylvania State University

ISSUED FOR BIDDING

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

GENERAL NOTES:

1. VERIFY ALL CONDITIONS AT THE JOB SITE.

2. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS OF ALL WORK.

3. COORDINATE FINAL LOCATION OF ALL DEVICES WITH ARCHITECT.

1/4" = 1'-0"2 DUCT SHAFT AT COLUMN C/3.3 ENLARGED PLAN- LEVEL 3 1/4" = 1'-0"3 DUCT SHAFT A COLUMN A.7/6 ENLARGED PLAN- LEVEL 3

1/4" = 1'-0"4 DUCT SHAFT AT COLUMN AT D/6.8 ENLARGED PLAN- LEVEL 3 1/4" = 1'-0"5 DUCT SHAFT AT COLUMN D/9 ENLARGED PLAN- LEVEL 3

1/4" = 1'-0"6 DUCT SHAFT AT COLUMN C/9 ENLARGED PLAN- LEVEL 3

DRAWING NOTES:

1. DUCT PRESSURE CLASS (INCHES W.G.) FOR ALL SUPPLY DUCTS BETWEEN AIR HANLING UNIT DISCHARGE AND VAV BOX INLET SHALL BE +2", BETWEEN VAV BOX DISCHARGE AND AIR TERMINALS SHALL BE +1". DUCT PRESSURE CLASS (INCHES W.G.) FOR ALL RETURN DUCTS BETWEEN RISER AND AIR HANDLING UNIT INLET SHALL BE -2", REMAINDER SHALL BE -1".

2. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF RATED ASSEMBLIES

No. Description Date

1/4" = 1'-0"7 DUCT SHAFT A COLUMN B/5 ENLARGED PLAN- LEVEL 3

KEYED NOTE:

PROVIDE INSULATED BLANK OFF FOR NON-ACTIVE PORTION OF DIFFUSER

PROVIDE FIRE-RATED DUCT WRAP FORHORIZONTAL DUCT TO POINT OFCONNECTION WITH FIRE RATED SHAFT

1

2

Level 11148' - 0"

Level 21162' - 0"

E D.8

1H5.60

SA 1078"x12"

VAV

107


110 CFMTYP OF(2)

Level 11148' - 0"

Level 21162' - 0"

Level 31176' - 0"

Ground1134' - 0"

Level 41190' - 0"

TO Roof1205' - 8"

CC.1

EX C

P6"

x10"SA

SO30

"x36

"

SA

CO

26"x

20"

RA CO18"x20"

SA

SO30"x

36"

EX C

P8"

x10"

SA

CO

16"x

12"

SA

SO20"x

18"

SA

SO16"x

12"

SA SO16"x16"

SA

CO

18"x

20"

UP

RA

CO

40"x

26"

SA CO10"x8"

RA

CO

20"x

28"

RA

CO

20"x

30"

FS

FS

FS

FS

FS

FS

FS

FS

FS

FS

F

8H5.30

SA 022.16"x12"


75 CFM

SIDEWALLSPRINKLER

12"M

AX

P9 P10 P11

7H5.30


75 CFMTYP OF (4)

Level 11148' - 0"

Ground1134' - 0"

022 LECTURE HALL1127' - 0"

022A Level1131' - 0"

10H5.30

SA

CL

42"x

20"

SA CL18"x22"

SA 022.114"x22"

6x6CD-1100 CFM

SA 022.114"x20"

VAV

022_2

VAV

022_1

Ground1134' - 0"

022A Level1131' - 0"

RETURN INTO DUCT PLENUMTHROUGH ARCHITECTURAL SLOTS

SA

CL

20"x

42"

SA CL20"x42"

RA CL20"x42"

SA 6x12RISE ABOVECEILING

SA12x6 RISETO STEEL MID-RISEFOR PENETRATION

SA 022.118"x14"

SA 022.110"x10"


80 CFM


100 CFM

SA 022.118"x14"

SA 022.110"x10" SA 022.110"x10"


105 CFM 2-SLOT LD-54' - 0" ACTIVE

100 CFM

SA 022.122"x14"

SA 022.110"x10"

SA 022.18"x12"

BCJ/BBA PROJ. NO.


Seal


DATE

PSU PROJECT NO.

CHECKED BY





General Notes




800-290

06-42744.00

8/27

/201

0 6:

08:2

5 PM

1/4" = 1'-0"University Park, PA

H5.30

September 1, 2010


DAE, CSA

HVAC ENLARGED PLANS AND SECTIONS


ISSUED FOR BIDDING

1/4" = 1'-0"5 SECTION - TYPICAL OFFICE

1/4" = 1'-0"6 HVAC DUCT SHAFT SECTION

1/4" = 1'-0"7 HVAC DUCT SECTION 1 AT SKYLIGHT

1/4" = 1'-0"8 HVAC DUCT SECTION 2 AT SKYLIGHT

1/4" = 1'-0"9 HVAC LECTURE HALL SECTION 1

1/4" = 1'-0"10 HVAC LECTURE HALL SECTION 2

1/4" = 1'-0"11 HVAC LECTURE HALL CROSS SECTION

GENERAL NOTES:





RA 48"x48" OPEN ENDDUCT WITH WIREMESH SCREEN

Team MembersJohn Hodos, P.E. Principal in charge, Project managerDanette Ernst, P.E. Senior Mechanical EngineerStephanie Olmes Mechanical Designer Teagan Andres, Assoc. AIA Architectural intern2

DN

UP

DN

UP

1

1

2

2

C C

DD

10

10

D.1

E E

2.5

2.5

B B

3.3

A A

A.7

4

4

5

5

6

6

6.9

6.8

8.5

D.8

7

7

P1

P3

P5

P7P8

F

7.4

P2

P4

P6

D.7

8 9

9

3

3

7.5

7.9

C.5 C.5LC LC


120 CFMTYP OF(2)

10x10CRR-2150 CFM

10x10CRR-2150 CFM

10x10CRR-2150 CFM

10x10CRR-2150 CFM

10x10CRR-2150 CFM

10x10CRR-2150 CFM

12x12CRR-2220 CFM

12x12CRR-2220 CFM

12x12CRR-2220 CFM

12x12CRR-2220 CFM

12x12CRR-2220 CFM

12x12CRR-2220 CFM

12x12CRR-2240 CFM

12x12CRR-2220 CFM

10x10CRR-1195 CFM

12x12CRR-2220 CFM

12x12CRR-2220 CFM

12x12CRR-2220 CFM

12x12CRR-2220 CFM

10x10CRR-2130 CFM

12x12CRR-2190 CFM

18x18CRR-2405 CFM

9x9CD-2160 CFM

9x9CD-2160 CFM

9x9CD-2160 CFM

9x9CD-2170 CFM

9x9CD-2170 CFM

12x12CD-2290 CFM

1' - 0"CD-1290 CFM

22x22CRR-2580 CFM

12x12CD-2240 CFM

12x12CD-2240 CFM

10x10CRR-2170 CFM

6x6CD-260 CFM

12x12CRR-1115 CFM

12x12CRR-2240 CFM

12x12CRR-2220 CFM

20x20CRR-2520 CFM

6x6CD-2100 CFM

8"CD-1140 CFM

6"CD-175 CFM

6"CD-175 CFM

14x14CEG225 CFM

8x6CEG100 CFM

14x14CEG225 CFM

VAV

303

VAV

320H

VAV

320F

VAV

308

VAV

316C

VAV

316A

VAV

316

VAV

320 VAV

310

VAV

306

VAV

308AVAV

308C

VAV

310A

VAV

310D

VAV

312

VAV

314VAV

301

VAV

321F

10x10CD-2180 CFM

10x10CD-2180 CFM

9x9CD-2170 CFM

20x20CRR-2480 CFM

8x8CRR-2100 CFM

8x8CRR-2100 CFM

S

S

S

S

S

S

FS

S

8x6CRR-1510 CFM

SA NO10"x8"

S

S

10x10CRR-2150 CFM

10x10CRR-2170 CFM

10x10CRR-2150 CFM

RA NO10"x8"

FS

FS

FS

FS F

S

FS

FS

FS

S

SA SO16"x16" SA SO16"x12"

SA CO24"x22"

SA CO14"x12" SA CO10"x10"

RA CO14"x14"

RA

NO

20"x

16"

RA SO24"x16"

RA SO12"x12"SA CF22"x20" UP

SA C26"x24" UP

RA SO30"x22" UP

RA CO20"x20" UP

SA NO18"x20" UP

RA NO20"x16"

EX C18"x20" DN

RA NO16"x16" UP

SA CO12"x16" UP

8x6CEG75 CFM

SA CO18"x18"

RA SO28"x18"

UP

DN

VAV

316E

EX CP10"x6" UP

EX CP6"x8" UP

6x6CRR-260 CFM

6x6CD-2100 CFM

RA CO18"x18"

SA CO24"x20"

RA CO12"x12"

SA

C18"x

18"

Post DocFellow320D

ResearchAssoc320C

AdminDirector

320B

AdminDirector

316E

ResearchAssoc316D

Post DocFellow316C

ResearchAssoc316B

Prof Staff316A

PRCConference

312

Recept &Visitors

314

CopierRoom313A

ConferenceRoom311

AdminDirector

310E

ResearchAssoc310D

Post DocFellow310C

ResearchAssoc310B

ResearchAssoc310A

ResearchAssoc308E

Post DocFellow308D

ResearchAssoc308C

AdminDirector

308BAdmin

Director308A

StaffAssistant

307

OffBennettChair306

CorridorQ301

VisitingFaculty

304

AdminAssistant

301

AssistDirector

303

Dir AdminOffice302

SecureData Stor

305

ElectricalP305

ProjectArea II

320

Women'sToiletR319

Men'sToiletR318

ProjectArea I316

ProjectArea IV

308 ProjectArea III

310

LobbyF301

ResearchAssoc320E

Prof Staff320F

JanitorJ319

Stair AZ301

Stair BZ302

Prof Staff320A

AdminDirector

320H

DataAnalyst320G

CorridorQ304

CorridorQ302

PreventionCommons

309

CorridorQ303

CorridorQ307

CorridorQ306

CorridorQ305

Stair CZ303

DuctShaft

DuctShaft

DuctShaft

Stair COpening

ElevatorV301

InteractiveCommons

315

OfficeServices

313

CorridorQ309Corridor

Q308


110 CFM(TYP OF 24)


110 CFM


120 CFMTYP OF(2)


110 CFMTYP OF(2)


110 CFMTYP OF(2)


80 CFM


110 CFMTYP OF(2)


100 CFM


95 CFMTYP OF(2)


130 CFM


110 CFMTYP OF(2)


75 CFM(TYP OF 16)


100 CFM


70 CFM


140 CFM


200 CFMTYP OF(2)


170 CFMTYP OF(2)


190 CFM


365 CFM(TYP OF 4)


100 CFMTYP OF(9)

20x20CRR-2440 CFM

6H5.30

SA 31210"x12"

SA 31410"x10"

SA 31612"x10"

SA 32012"x10"

SA 30110"x8"SA 3026"x6"

SA 30310"x10"

SA 30612"x8" SA 308c12"x8"

SA 308c12"x12"


205 CFMTYP OF (2)

SA 307q8"x6"

SA NO8"x8"

SA NO18"x16"

SA 316c10"x8"SA 320c6"x6"

RA NO8"x6"

6x6CRR-1100 CFM

6x6CRR-1100 CFMEX JC14"x12" UP, 10"x10" DN

RA SO12"x12"

VAV

302

VAV

320C

VAV

309

6"CD-1135 CFM

9x9CD-2160 CFM

SA SO12"x10"

SA 3088"x6"

SA 3036"x6"

RA SO10"x10"

RA SO8"x8"

VAV

307Q

LBR-1305 CFM



140 CFMTYP OF(2)

VAV

311

SA 3

1118"x

14"

EX JC12"x14" DN

3 3/4"LD-TZ4' - 0" ACTIVE

280 CFM

LR-1280 CFM


DefaultReturn Air(ta)

16"x18" UP

FS

S

S

FS

FS

& SA 20"x18" DN

SA SO32"x20" UP& SA 20"x18" DN

SA 30910"x8"2

H5.60

1H5.50

1H5.60

1H5.40

SA 316e6"x6"

SA 3018"x6"

RA CO12"x10"

RA CO10"x10"


Def

ault

Ret

urn

Air

(ta)

18"x

14"

UP& EX 14"x18" DN

RA CO10"x8"

RA CO10"x8"

LR-1450 CFM




RA CO28"x20" DN

SA 31012"x12" SA 31012"x10"

& SA 16"x14" DNDN & RA 20"x20" UP

RA NO10"x10"

RA NO8"x6"

& SA 30"x20" DN

& RA 20"x18" DN

& RA 20"x18" DN

DN& RA 20"x22" UP


140 CFM(TYP OF 2)


70 CFM


80 CFMTYP OF(2)

SA 31210"x8"SA 3128"x8"SA 3126"x6"

SA 3128"x10"

& SA 18"x16" DN

RA SO18"x12"

EX CP10"x8" UP

LR-180 CFM



170 CFMTYP OF (2)

UP & DN

& DN

UP

EX C10"x8"

EX C12"x10"

EX JC8"x6"

EX CP8"x6"

SA 3018"x6"

18x18CRR-2405 CFM

H3.302

H3.303

H3.304

H3.305

H3.306

& DN

SA 31116"x12"

SA 31114"x10"

SA 3128"x8"

SA 3126"x6"(TYP OF 2)SA 3128"x8"

SA 3126"x6"(TYP OF 3)

SA 31212"x8"SA 31214"x12"





SA 310d10"x10"


SA SO10"x10"

SA 310d6"x6"(TYP OF 4)

SA 310a8"x8"

SA 310a6"x6"(TYP OF 6)

SA 310a12"x12" SA 310a12"x8"

SA SO14"x10"

SA 308c8"x8"

SA 308c6"x6"(TYP OF 6)

SA SO14"x10"

SA 308a12"x8"

SA 308a8"x8"SA 308a6"x6"(TYP OF 6)

SA 308a12"x12"

SA SO12"x12"

SA SO24"x16"

SA 3066"x6"(TYP OF 3)



(TYP OF 2)

SA 3026"x6"(TYP OF 2)

SA 3028"x8"

SA 3026"x6"(TYP OF 2)

SA 3028"x8"SA 30212"x10"

SA SO12"x10"

SA 3038"x8"

(TYP OF 2)

SA SO16"x12"RA SO8"x8"RA SO16"x12"

RA SO8"x6"

RA SO6"x6"RA SO8"x8"

RA SO24"x14"

RA SO6"x6"


(TYP OF 3)

RA SO28"x16"

RA SO8"x8" RA SO8"x8"(TYP OF 3)

RA SO28"x20"


SA 320g6"x6"(TYP OF 2)

SA 320g8"x8"SA 320g10"x8"

SA 320g8"x6"


SA 320f8"x8"

SA 320c8"x8"

SA 320c10"x10"

(TYP OF 6)

SA NO16"x12"

(TYP OF 4)SA 316e8"x8"

SA 316e10"x8"

SA NO18"x12"

SA 316c6"x6"(TYP OF 6)SA 316c8"x8"SA 316c10"x10"

SA NO20"x16"

RA NO12"x10"

RA NO14"x12" RA NO18"x12" RA NO18"x14"



SA 321f12"x10"

SA 321f14"x10"

SA 321f14"x12" SA 321f6"x6"(TYP OF 2)


SA 30810"x8"

SA 3088"x8" SA 3088"x8"

SA 30812"x10"

SA 3208"x6"

SA 3208"x6"

SA 3208"x6"

SA 3208"x6"

SA 32010"x8" SA 3208"x6"

SA 32014"x12"SA 3208"x6"

SA 3018"x6"

RA CO8"x8"

RA CO8"x8"RA CO14"x14"

RA CO12"x10"


H3.307

1

1


1

13'-6" TOTALLENGTH (V.I.F.)1


1




(TYP OF 9)


1

1

1

1


1

1

1



1


1


1






1 10'-11 TOTALLENGTH (V.I.F.)






2

FS

S

CONNECT TOARCHITECTURALGRILLE WITH PLENUM1650 CFM

C C

6H5.30

S

S

S

FS

FS

FS

EX 10"x6" UP&DN

RA 28"x20" UP&DN

SA 12"x16" UP& SA 20"x18" DN

SA 32"x20" UP& SA 20"x18" DN

B B

6

6

1H5.50

FS

FS

FS

S

S

S

SA 18"x20" UP& SA 16"x14" DN

RA 16"x16" DN& RA 20"x20" UP

EX 18"x20" UP& EX 14"x18" DN

EX 10"x8" UP&DN

DD

7

7

2H5.60

S

S

S

FS

FS

FS

SA 26"x24" UP& SA 30"x20" DN

RA 20"x20" UP& RA 20"x18" DN

RA 30"x22" UP& RA 20"x18" DN

9

9

2H5.60

S

FS SA 22"x20" UP

& SA 18"x16" DN

S

FS

EX 6"x8" UP

RA 16"x18" DN& RA 20"x22" UP

FS

SB

5

EX 14"x12" DN

2

FS

S

BCJ/BBA PROJ. NO.


Seal


DATE

PSU PROJECT NO.

CHECKED BY





General Notes




800-290

06-42744.00

8/27

/201

0 6:

06:5

6 PM

As indicatedUniversity Park, PA

H3.30

September 1, 2010


DAE, CSA

HVAC DUCT L3 FLOOR PLAN


ISSUED FOR BIDDING

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

GENERAL NOTES:




1/4" = 1'-0"2 DUCT SHAFT AT COLUMN C/3.3 ENLARGED PLAN- LEVEL 3 1/4" = 1'-0"3 DUCT SHAFT A COLUMN A.7/6 ENLARGED PLAN- LEVEL 3

1/4" = 1'-0"4 DUCT SHAFT AT COLUMN AT D/6.8 ENLARGED PLAN- LEVEL 3 1/4" = 1'-0"5 DUCT SHAFT AT COLUMN D/9 ENLARGED PLAN- LEVEL 3

1/4" = 1'-0"6 DUCT SHAFT AT COLUMN C/9 ENLARGED PLAN- LEVEL 3

DRAWING NOTES:

1. DUCT PRESSURE CLASS (INCHES W.G.) FOR ALL SUPPLY DUCTS BETWEEN AIR HANLING UNIT DISCHARGE AND VAV BOX INLET SHALL BE +2", BETWEEN VAV BOX DISCHARGE AND AIR TERMINALS SHALL BE +1". DUCT PRESSURE CLASS (INCHES W.G.) FOR ALL RETURN DUCTS BETWEEN RISER AND AIR HANDLING UNIT INLET SHALL BE -2", REMAINDER SHALL BE -1".

2. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF RATED ASSEMBLIES


1/4" = 1'-0"7 DUCT SHAFT A COLUMN B/5 ENLARGED PLAN- LEVEL 3

KEYED NOTE:

PROVIDE INSULATED BLANK OFF FOR NON-ACTIVE PORTION OF DIFFUSER

PROVIDE FIRE-RATED DUCT WRAP FORHORIZONTAL DUCT TO POINT OFCONNECTION WITH FIRE RATED SHAFT

1

2

Ductwork Plan

3

A glass pavilion will be added to the existing Michener Art Museum in Doylestown, PA. This addition will be used for events, concerts, etc.; a space the museum currently lacks. The addition includes a catering kitchen, storage space, and double story multi-purpose event room.

This project utilized Revit MEP. I was the lead draftsman on the project, which translated to setting up, constantly coordinating, updating, and modifying the model as needed. Many lessons learned contributed to the office standards manual I later published.

MichenerMichener Art Museum- Events Center AdditionKieran Timberlake

MANHOLE BY CIVILWCOWCOWCOWCO

FCO COTG

1193 SF RD

1151 SF

845.5 SF RD

1151 SF

4" 4" 4" 4"

4" 5"

6"

5"

6"

GALLERY LEVEL

MECHANICALMEZZANINE LEVEL

ROOF LEVEL

5"

FLAT ON TOP

FCOGALLERY LEVEL


1 1/2"

STAINLESSSTEEL

HAND SINK(2 DFU)

1 1/2" S(2 DFU)

2"S(4 DFU)

FD

1

(2 DFU)

1-1/2"S

FD

1

(2 DFU)

2"S(6 DFU)

FS

1

(2 DFU)

1-1/2"S

2"S(10 DFU)

2"S (12 DFU)

2"S(14 DFU)

VTR

LOWER LEVEL

(E) 4"S(2 DFU)

CEILING LEVEL

1

GI

RACK DISHTABLE

(2 DFU)

1

2"S(6 DFU)

1 1/2"

HAND SINK (2 DFU)

1

1 1/2"

2"S(4 DFU)

FD

1

(2 DFU)

1-1/2"S

(E) S(6 DFU)

(E) S(22 DFU)

GALLERY LEVEL

CEILING LEVEL


(E)EWH

HW TO (E) RESTROOM

HW TO (E) SINK

HW TO (E) SINK

(E) MAKE-UP WATER

CW TO (E) RESTROOM CW TO MAIN

HB

1

HANDSINK

1

UNDERCOUNTERWARE WASHER

1

RASH DISHTABLE

1

STAINLESSSTEEL SINK

1

COFFEEBREWER

1

HB

1

PUTMANADDITION

EXISTINGBUILDING

1/2"HW

1-1/2"CW

1/2

"CW

1/2

"HW

1/2"CW

1-1/2 CW"

1 HW"

ASSE 1070 MV FORHANDWASH SINKS (TYP.)

1"HW

1/2

"CW

1/2

"HW

1/2

"CW

3/4"CW

1/2

"HW

1/2

"CW

1/2

"CW

1/2"CW 1"CW

1/2

"HW

3/4"HW

1"CW

SA

1-1/4"CW

ICE MAKER

1

1-1/4"CW

P6.1

N.T.S.1

STORM RISER DIAGRAM

N.T.S.2

SANITARY RISER DIAGRAM

1

KEYED NOTES:

PROVIDED BY KITCHEN EQUIPMENT VENDOR.

1/8" = 1'-0"3

DOMESTIC WATER RISER DIAGRAM

DRAWING NOTES:

1. PRIOR TO BEGINNING ANY WORK THE CONTRACTORSHALL USE A TAB CONTRACTOR TO CONFIRM ANDREPORT EXISTING VALUES BUT NOT ADJUST.NUMBERS SHOWN ARE BASED ON HILLIER DESIGNDRAWINGS AND NOT AS-BUILT CONDITIONS ANDSHOULD BE USED FOR REFERENCE ONLY.

Team MembersJohn Hodos, P.E. Principal in charge, Project managerCharles Argue, P.E. Lead Mechanical EngineerStephanie Olmes Mechanical Designer Teagan Andres, Assoc. AIA Architectural intern4

EVENT CENTER WILL BESERVED BY RADIANT FLOORHEATING. PEX PIPING WILLBE RUN UNDER THE FLOOROF THE EVENT SPACE. ACTUALDESIGN OF RADIANT FLOORSYSTEM BY VENDOR.TOTAL HEATING LOAD 77,545 BTU/HR.REFER TO ARCHITECTURAL PLANSFOR LAYOUT AND FLOORCONSTRUCTION DETAIL.

1

H4.1

12 LOOPMANIFOLD

WALL CABINET1-1/4" HWS&R (DN)

3

H4.1

1-1/4" HWS&R ABOVE CEILING

1-1/4" HWS&R (DN) TOMANIFOLD CABINET

DOORCONTACT FORRTU CONTROL(TYP OF 4)

VENT PIPINGDROP TOFLOOR DRAIN

14ø8ø

14ø

14ø 14ø

10ø

14ø

14ø

10ø

10ø

RTU

1

RTU

2

PROVIDE HEAT TRACING FOREXPOSED CHWS&R AND HWS&R (TYP)

1

H4.1

10x6 SA (DN)

2" CHWS&R (DN)

1-1/2" HWS&R (DN)

8ø

26x30 RA (DN)

10x8 SA (DN)

2" CHWS&R (DN)

1-1/2 HWS&R (DN)

SA

1

SA

1

8ø

EF

1

18x18 SA (DN)

18x18 SA

SA (DN)

14ø SA

SA

SA

SA

SA

SA

8øSA

SA SA

SA

SA

SA SA

18x18 SA

14ø SA

10x8 SA

10x6 SA

30x50 SA (DN)

8ø SA

8øSA

CABLE OPERATEDDAMPER OPERATORS

(TYP. OF 22)

3

H4.1

DROPDROPDROPDROP

LD-15'-0" ACTIVE

420CFM(TYP OF 10)

LD-15'-0" ACTIVE

275CFM(TYP OF 6)

LD-15'-0" ACTIVE

275CFM(TYP OF 6)

LD-23'-0" ACTIVE

100CFMBLANK OFF

REMAINING WIDTH

14x14 EX(UP) TO EF-1

CEG-11000CFM

CD-1235CFM

CD-1125CFM

10x8 SA (UP)TO RTU-2

1

H4.1

CD-1200CFM

CD-1200CFM

FCU

1

EF

2

FCU

2

1-1/2" HWS&RTO FCU-2

1-1/2" CHWS&RTO FCU-2

1-1/2" CHWS&R(DN)

1-1/2" HWS&R(DN)

2" CHWS&R(UP) TO RTU-2

1-1/2" HWS&R(UP) TO RTU-2

2" CHWS&R(UP) TO RTU-1

1-1/2" HWS&RTO FCU-1

1-1/2" HWS&R(UP) TO RTU-1

14x14 EX

8" DIA. SA (UP)TO RTU-2

3

H4.1

HOA SWITCHTO FCU

10x6 SA (UP)CRR-1

235CFM

8x8 RA(UP)

CRR-1125CFM

8x8RA(UP)

CEG-1290CFM

1-1/2" CHWS&RTO FCU-1

T T

PROVIDE BLANKS TOINFILL ENTIRE PERIMETEROF CEILING

1

H4.1

3

H4.1

12x10 RA(TYP OF 8)

26x30 RA (UP) TORTU-1 & RTU-2

LRG6'-0" ACTIVE

0CFMTYP OF 8

950CFM

SA

2

SA

2

26x30 RA

18x18 RA 18x18 RA

8x8 DN

10x8 DN

CABLE OPERATEDDAMPER OPERATORS(TYP.)

DUCT SUPPORTSEE DETAIL 8/H8.1

(TYP)

H3.1

1/8" = 1'-0"1

HVAC NEW WORK GALLERY RADIANTHEATING PLAN

1/8" = 1'-0"3

HVAC NEW WORK MEZZANINE PLAN

1/8" = 1'-0"2

HVAC NEW WORK GALLERY REFLECTEDCEILING PLAN

1/8" = 1'-0"4

HVAC NEW WORK GALLERY RETURN AIRPLAN

DRAWING NOTES:

1. PRIOR TO BEGINNING ANYWORK THE CONTRACTORSHALL USE A TABCONTRACTOR TO CONFIRMAND REPORT EXISTINGVALUES BUT NOT ADJUST.NUMBERS SHOWN AREBASED ON HILLIER DESIGNDRAWINGS AND NOT AS-BUILT CONDITIONS ANDSHOULD BE USED FORREFERENCE ONLY.

2. REFER TO SCHEMATICDIAGRAM H5.1 FORVALVES, SPECIALITIES, ETC.

RTU

2

10x12 RA

LRG6'-0" ACTIVE

950CFM

14ø

8ø 10ø

10ø

8ø

LD-15'-0" ACTIVE

420CFM

FCU

2

8x10 SA

18x18 SA

18x18 RA

1-1/4" HWS&R TO 12 LOOPMANIFOLD CABINET

1-1/2" CHWS&R AND 1-1/2"HWS&R TO RTU-1 & RTU-2

SA

SA (TOWARD)

SA

SA (TOWARD)

18x18 SA (UP)

18x18 SA TO RTU-2

3

H4.1

(RTU-1BEYOND)

EXTERIOR

EF

2

CEG-1290CFM

CABLE OPERATEDDAMPER OPERATOR

CABLE OPERATEDDAMPER OPERATOR (TYP)

(TYP)SA (TOWARD)

CURB

P

7

P

8

(E) PUMP 6

(E) PUMP 5

(N) 2-1/2" CHWS&R

(N) 2-1/2" HWS&R (N) 1-1/4" HWS&R TO RADIANTFLOORING MANIFOLD

MANUAL AIRVENT

VENT TO (E) FLOOR DRAIN

TO (E) VAV's(TYP.)

(N) 2-1/2" CHWS&R TO RTU's

(N) 2-1/2" HWS&R TO RTU's

(E)16x20

(E)16x16

(E)12x12

(E)14x14

(E)80x20

M

1-1/4" HWR

1-1/4" HWS

2-1/2" HWR

1

H4.1

RADIANT FLOORMANIFOLD

EXTERIOREXTERIOR

SA

1

SA

1

RTU

1

RTU

2

14 DIA. SA 14 DIA. SA

14 DIA. SA(AWAY)

8 DIA. SA(TOWARD)

18x18 SA

14 DIA. SA(AWAY)

14 DIA. SA(AWAY)

18x18 SA

10x6 SA(TOWARD)

30X50 SA

18x18 SA

8x8 SA(TOWARD)

12x10 RA(AWAY)(TYP. OF 3)

12x14 RA(AWAY)

10x8 RA(AWAY)

18x18 RA18x18 RA

26x30 RA(AWAY)

10x12 RA(AWAY)

(TYP OF 4)

8x8 RA(AWAY)

1-1/4" HWS&R

2" CHWS&RTO RTU-1

1-1/2" HWS&RTO RTU-1

FCU

1

FCU

12

CD-1235CFM

CD-1200CFM

CRR-1235CFM CRR-1

125CFMCD-1

125CFMCD-1

200CFMCEG-1

290CFMSA

2

26x30 RA(UP)

CEG-11000CFM

14x14 EX (UP)TO EF-1

MANIFOLDAIRVENTS PIPEDTO FLOOR DRAIN

CURB (TYP) PIPE CURB (TYP)

EF

2

EF

1

INSTALL ON 12"ROOF CURB

H4.1

1/4" = 1'-0"1

EVENT & STORAGE SPACE 1/4" = 1'-0"

2BASEMENT MECHANICAL ROOM

1/4" = 1'-0"3

MECHANICAL MEZZANINE

DRAWING NOTES:


MANHOLE BY CIVILWCOWCOWCOWCO

FCO COTG

1193 SF RD

1151 SF

845.5 SF RD

1151 SF

4" 4" 4" 4"

4" 5"

6"

5"

6"

GALLERY LEVEL


ROOF LEVEL

5"

FLAT ON TOP

FCOGALLERY LEVEL


1 1/2"

STAINLESSSTEEL

HAND SINK(2 DFU)

1 1/2" S(2 DFU)

2"S(4 DFU)

FD

1

(2 DFU)

1-1/2"S

FD

1

(2 DFU)

2"S(6 DFU)

FS

1

(2 DFU)

1-1/2"S

2"S(10 DFU)

2"S (12 DFU)

2"S(14 DFU)

VTR

LOWER LEVEL

(E) 4"S(2 DFU)

CEILING LEVEL

1

GI

RACK DISHTABLE

(2 DFU)

1

2"S(6 DFU)

1 1/2"

HAND SINK (2 DFU)

1

1 1/2"

2"S(4 DFU)

FD

1

(2 DFU)

1-1/2"S

(E) S(6 DFU)

(E) S(22 DFU)

GALLERY LEVEL

CEILING LEVEL


(E)EWH

HW TO (E) RESTROOM

HW TO (E) SINK

HW TO (E) SINK

(E) MAKE-UP WATER

CW TO (E) RESTROOM CW TO MAIN

HB

1

HANDSINK

1

UNDERCOUNTERWARE WASHER

1

RASH DISHTABLE

1

STAINLESSSTEEL SINK

1

COFFEEBREWER

1

HB

1

PUTMANADDITION

EXISTINGBUILDING

1/2"HW

1-1/2"CW

1/2

"CW

1/2

"HW

1/2"CW

1-1/2 CW"

1 HW"

ASSE 1070 MV FORHANDWASH SINKS (TYP.)

1"HW

1/2

"CW

1/2

"HW

1/2

"CW

3/4"CW

1/2

"HW

1/2

"CW

1/2

"CW

1/2"CW 1"CW

1/2

"HW

3/4"HW

1"CW

SA

1-1/4"CW

ICE MAKER

1

1-1/4"CW

P6.1

N.T.S.1

STORM RISER DIAGRAM

N.T.S.2

SANITARY RISER DIAGRAM

1

KEYED NOTES:

PROVIDED BY KITCHEN EQUIPMENT VENDOR.

1/8" = 1'-0"3

DOMESTIC WATER RISER DIAGRAM

DRAWING NOTES:


Domestic Water Riser Diagram

Ductwork Plan HVAC Section

Team MembersJohn Hodos, P.E. Principal in charge, Project managerCharles Argue, P.E. Lead Mechanical EngineerStephanie Olmes Mechanical Designer Teagan Andres, Assoc. AIA Architectural intern 5

UP

Discovery Center

Office 10

Office 9Office 8

Office 7 Office 6

Office 5

Office 4Office 3Office 2Office 1

Reedley Community College is located in Califor-nia’s rural central valley. Darden Architects was hired to oversee the design and construction of two remodel projects. The first converts an exist-ing lecture hall and adjacent offices into a math lab tutorial space, and the second is a renovation of an existing earth science laboratory.

I assisted a principal in developing the project design, including programming, schematic de-sign and design development. Other responsi-bilities included coordinating and attending de-sign meetings, providing meeting notes to all team members, and participating in construction documentation in Revit Architecture for state ap-provals and finally bidding.

Reedley College RemodelReedley Community College Reedley, CADarden Architects

New Work Plan

6

A

AA

AA

AnatomyLS101

3' -

2"

3' -

2"

3' - 1 1/2"

3' - 1 15/32"

3' - 7 9/16"

3' - 7 9/16"

3' - 7 9/16" 3' - 7 9/16"

1' - 5"

Approximate Location ofExisting Plumbing /Electrical Chase inExisting Casework, Typ.

1' - 5"

2' - 7 1/16"

2' - 7 1/16"

3' - 9 7/16"

101d

Existing Fire Extinguisher

X/A301H11

Typ

LAB CASEWORK ANDEQUIPMENT, CabinetSee Schedule, Typ.

c101

b101

b101

b101

b101

b101

b101

b101

a101

Cabinet Group No. Refer to ModularCasework Schedule and LabCasework Schedule.

X/A101A8

Sim

SELECTIVE DEMOLITION, Sawcut andremove (E) Concrete Slab as required forinstallation of new electrical, SeeElectrical Drawings. Patch and RepairAreas of sawcut per Detail

X/A101J8

Typ

HARDWARE, Install NewSchlage Lever Lockset,ND50PD-RHODES-626 Finish

SELECTIVE DEMOLITION,Remove Existing FumeHood, SALVAGE WorkSurface for Reuse inModifed ADA Hood

SELECTIVE DEMOLITION,Remove Existing Finishes asrequired to install Lab CaseworkBacking, Typical

SELECTIVE DEMOLITION,Remove Existing Finishes asrequired to install LabCasework Backing

SELECTIVE DEMOLITION,Remove and Dispose ofExisting Fume Hood

SELECTIVE DEMOLITION,Remove and Dispose ofExisting Countertop

SELECTIVE DEMOLITION, Removeand Dispose of Existing TeachersStation, including Cabinets, Sinks,Plumbing, Electrical, etc.Countertops are to be removed byothers after elctrical and plumbingitems have been disconnected andremoved. Coordinate with Owner

SELECTIVE DEMOLITION, Removeand Dispose of Casework

SELECTIVE DEMOLITION,Remove and Dispose of ExistingRubber Base.Floor Tiles are to be removed byothers. Coordinate with Owner.Prep Slab for installation of newFloor Finish

SELECTIVE DEMOLITION, SawCut Existing Slab as requiredfor installation of newElectrical, See Electrical

SELECTIVE DEMOLITION, RemoveVinyl Wall Covering at all existing walls,Patch and Texture Existing GypsumBoard and prepare for New Paint(ADDITIVE ALTERNATE NO. 3)

SELECTIVE DEMOLITION, Removeand Dispose of Existing StudentsStation, including Cabinets, Sinks,Plumbing, Electrical, etc.SALVAGE LOCKS for installation innew Lab Casework.Countertops are to be removed byothers after elctrical and plumbingitems have been disconnected andremoved. Coordinate with Owner

SELECTIVE DEMOLITON,Remove (E) Fume Hoodundamaged for reinstallation atsame location at ADA height.

SELECTIVE DEMOLITION, Remove (E)Louver and Frame, Infill Opening with StudFraming and Insulation, Patch ExteriorPlaster and Interior Gypsum Board.

SELECTIVE DEMOLITION, Remove(E) Door Hardware Lockset, Replacewith New, See 44 FLOOR PLAN

Team MembersRobert Petithomme, AIA PrincipalDavid Bradley, AIA Project manager Teagan Andres, Assoc. AIA Architectural intern

Demolition Plan

New Work Plan 7

rod kelley Elementary school | final site Planconceptual Design

0 150ft

new

Existing

cLassrOOm

muLti-PurPOsEaDDitiOn

kinDErGartErn

CONCEPTUAL DESIGN

Final Plan

This multi-phase project will transform the current collection of interspersed buildings into a cohesive interconnected educational complex.

rod kelley Elementary school | Existing site Plan conceptual Design

CONCEPTUAL DESIGN

The existing site is overcrowded with portable classrooms, and while the layout of the existing classrooms provides for a dynamic orientation, it does not allow for ease of expansion. The Kindergarten classrooms are interspersed and not congruently organized, and the Kindergarten play area is inadequate for the number of students it is trying to serve.

Existing Site Plan

0 150ft

SITE PLAN

conceptual Design

Darden Architects developed a conceptual mas-ter plan for the existing elementary school cam-pus, taking into consideration the district’s pri-orities of removing portables from the site and replacing them with permanent classrooms with-out disrupting students housed on campus. Oth-er factors such as supervision, vehicular and bus traffic to the site, pedestrian traffic within the site, preservation of open space, etc. Influenced the development of the conceptual design.

I contributed to the development of the final site plan and phasing scheduling. I built the Sketch Up model from which an animation and sever-al renderings were produced. I also assisted in compilation of images, plans, descriptions, etc. and other marketing efforts for the conceptual design presentation to the district.

Rod Kelley Elementary SchoolGilroy Unified School District Gilroy, CADarden Architects

8

rod kelley Elementary school | new classroom Buildingconceptual Design

CONCEPTUAL DESIGN

Phase

2

Existing classrooms are removed to allow construction of the new two-story classroom building. New two-story classroom building is constructed. It will contain classrooms, student and staff toilets, and other ancillary spaces.

0 150ft

SITE PLAN

conceptual Design

dardenarchitects.com

rod kelley Elementary school | classrooms removedconceptual Design

OPTION ONE

Phase

3

Existing classrooms are removed to allow the construction of a new campus courtyard, Library/Media Center, and Food Service Facility.

0 150ft

SITE PLAN

CONCEPTUAL DESIGN

CONCEPTUAL DESIGN

The existing classroom wing is remodeled into a new- centrally-located Administration building. The multi-purpose building is remodeled to bring the stage area into the interior of the building.

Phase

4

0 150ft

rod kelley Elementary school | multi-Purpose modificationsconceptual Design

SITE PLAN

conceptual Design

rod kelley Elementary school | relocated Portables conceptual Design

CONCEPTUAL DESIGN

Existing portable classrooms are relocated in order to allow construction of the new Kindergarten classrooms. The classrooms will house the entire projected Kindergarten student population in one location. Once completed it will provide the Kindergarten classrooms their own larger play area. The ‘U shaped’ plan creates an interior protected courtyard.

Phase

1

0 150ft

SITE PLAN

Team MembersAntonio Avila, AIA Associate, Project managerMartin Ilic Graphic Designer Teagan Andres, Assoc. AIA Architectural intern

9

Clovis Unified School District hired Darden Archi-tects to draft a set of plans to construct an addi-tional set of accessible ramp and stairs to the ex-isting Buchanan Memorial High School stadium. Construction documents were produced in three weeks to begin construction during the upcom-ing summer months.

I documented existing conditions of the site, con-ducted code research, and drew the set of plans, elevations, sections and details for permit ap-proval in the required three week time frame.

Buchanan High School Memorial Stadium RampClovis Unified School District Clovis, CADarden Architects

9

Team MembersMichael Fennacy, AIA Associate, Project managerTeagan Andres, Assoc. AIA Architectural intern

10

Education

Boston Architectural CollegeDistance M.Arch candidate

January 2012

Massachusetts Institute of Technology B.S. Art and Design

June 2008

13

17

12

The site is located at the collision of two grids; the city grid at and above street level and the transportation grid below street level. This collision is uncomfortable, awkward, and confusing. Instead of trying to meld into the city grid, the design focuses on the ‘other grid’, the transportation grid lying below street level. Aligning design elements with the ‘other grid’ at and above street level weaves the transportation grid into the city grid, creating a vertical connection between the two.

The alleyway is currently a private area, containing the back of house functions for shops, offices, and apartments on Newbury Street. On the opposite side of the site, Boylston is a public thoroughfare, with pedestrians, cars, buses, taxis, pedicabs, etc. constantly present and moving at all hours. The design conforms to these existing functions, creating a public facade on Boylston and locating back of house functions in the alleyway.

The facility will serve as the primary living and working quarters for the Distance M.Arch stu-dents when in Boston. When not being used by Distance M.Arch students, the facility will house an international artists residency program, which will span between Distance M.Arch intensives. The Facility also contains areas for public use, including a Cafe, a re-activated entrance to the MBTA subway system, outdoor areas, atrium, and a lecture hall.

BAC Distance M.Arch FacilityCore Semester IIBoston, MA

13

+41’-6”

+32’-0”

+22’-6”

+13’-0”

+/- 0’-0”

+52’-0”

- 20’-0”

- 27’-0”

-13’-0”

MBTA Tunnel

I-90WI-90E

BoylsTon sT.

MechAnicAl & elecTricAl

DouBle occupAncy rooMs, Typ.

DouBle occupAncy rooMs ADA, Typ.

pATio seATing

cAfe

cAfe KiTchen

1S-2

2S-2

3S-2

4S-2

5S-2

Residential (Occ. R-1)

Lobby/Transition

Academic (Occ. E)

Atrium & Lecture (Occ. A-3)

Cafe (Occ. A-3)

Programming Sketch Model

Site Section

Typical Upper Floor PlanGround Floor Plan14

HVAC SectionAir is brought in through the passive heat recovery wind cowls. The air is distributed at the floor grilles, and hot air is exhausted at the ceilings. The ground source closed loop refrigerant system runs through the floor plates and heats or cools the incoming air, depending upon the season.

Cold and hot water is supplied to the sinks and showers in each area. The discharge from the sinks and showers are diverted to the building’s greywater treatment system. After the greywater has been treated, it is re-used as supply for the toilets and urinals. Blackwater is flushed from the building and travels to the municipal sewage system.

Plumbing Section

15

1A-8

South Elevation

1A-8 4A-8

East Elevation

1S-2

Typical Roof Assembly

2S-2

Typical Wall Assembly

WinDoW

heADer

precAsT

concreTe

pAnel

lATerAl loAD

connecTor

WAll finishes

sprAy ApplieD

insulATion

BeAM

JoisT

sprAy ApplieD insulATion

slAB

grAviTy loAD

connecTion

flAshing

sill

loW e glAzing

R value = 38.45 R value = 56.05

Plumbing Section

16

6

Located in the North End of Boston, the North End Animal Shelter serves as a community en-richment center as well as an animal haven. The shelter hosts a program in which one animal will be jointly assigned to the care of one elder and one child resident of the local neighborhood. Companionship will be provided for the elderly, while the young will learn responsibilities associ-ated with being a pet owner. The communication that must occur between elder and child will also enrich community bonds within the neighbor-hood.

Taking advantage of the site’s two distinct areas suitable for building, dogs and cats are located in two separate wings on the first floor, connected by an entrance lobby. Each wing contains pens sized for single or multiple animal living environ-ments, located on the exterior of the building to maximize natural light into the pens. At the center of each wing is a community play space, where visitors and neighborhood caretakers can play, wash, feed and care for the animals.

The second floor contains lecture space for the education of animal care, and the third floor con-tains administration offices and living quarters for a full time resident or veterinarian of the animal shelter.

First Floor Plan

The North End Animal ShelterLandscapes StudioBoston, MA

17

A tree located on the site inspired the design of the roof structure. The proximity of the tree to the adjacent building creates a naturally protected area below. In accordance with the shelter’s intentions of creating a natural habitat for the animals residing within the shelter, the roof design reflects the relation-ship observed between tree and building.

The roof is made of alternating translucent and opaque rectangular forms. The trans-lucent forms allow ample natural light to reach into the depths of the shelter, while the opaque forms provide a sense of protec-tion from the outdoor elements.

The footprint of each floor level becomes smaller as one ascends upwards through the building in order to fit within the narrow-ing roof structure. This allows for an appro-priate creation and transition of more public to private spaces as one ascends from the main floor.

In order to respect and acknowledge the ex-isting building on the site, the roof structure is offset five feet from the existing building, and a strip of skylights create and protect the naturally lit corridor between new and old construction. First Floor Plan

18

June 2005

July 2005

Site excavation

Constructing framework

Pouring footers

Base formwork

Removing base formwork after concrete cured

Wall formwork

Pouring rammed earth mixtures into formwork

Ramming earth

Rammed Earth WallCambridge, MA

19

Removing formwork

Securing wall cap

Detailing wall

Completed rammed earth wallAugust 2005

September 2005

Job site, mid-construction

Hydraulic compactor

Completion of ramming earth

20

Theater Among the RocksLandscape StudioRockport, MA

We were directed to pick a site within the Rockport Quarry (above) and create a performance space for an artist of our choice. I chose a white rock jutting into the quarry lake as the stage for Keiko Matsui, a pianist. Concert attendees would de-scend from the cliff above and behind the stage, travel into the lake along the stepping stones, and select a seat located beneath the canopy waves to enjoy the concert and the surrounding beauty. The canopy design was inspired by a rock form located within the quarry, and is used to provide a connection between the hard rock of the quarry and the supple body of water within. The canopy waves also reflect the travel of sound from art-ist to audience to final dissipation and absorption into the water.

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Athens, Greece Toledo, Spain Naxos, Greece

de miasketching & photographyvarious sites around Europe

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M A D r i D

T o l e D o

B A r c e l o n A

c A r D o n A

c o r D o B A

s e v i l l A

g r A n A D A

s e g o v i A

s A l A M A n c A

v A l e n c i A

s A n s e B A s T i A n

B i l B A o

p A r i s

D u B l i n

c A r D i f f

o x f o r D

l o n D o n

A M s T e r D A M

A T h e n s

n A x o s

p A r o s

i o s

s A n o T o r i n i

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Teagan Andrese: [email protected] p: 203.260.5381

Teagan Andres' Work Samples

Documents

Transcript of Teagan Andres' Work Samples