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teagan.andres

1

imagine

discover

create

3

31

17

2

imagine

3

imagine

intrigue :: engage :: interact

live & learn

music in nature

4

10

8

light 14

4

intrigue :: engage :: interactchestnut hill farms csa education center

My thesis year has been spent exploring intriguing and engaging spaces that promote the interaction of the building user with others and the surrounding built and natural environment. These ideas have been tested at a community supported agricultural livestock farm in central Massachusetts in the design of a new on-site education center. The two main architectural design elements have become embodied in the engage pavilion (this page) and the intrigue corridor (following pages).

a folding wall detail

a

5

b

wall

roof

6

7

8

music in naturepiano theater in the rocks

In a quick sketch study, I created a performance space for pianist Kieko Matsui in the heart of a filled quarry. I chose an existing rock along the side of the quarry lake as the stage, and created seating in large stepping stones in the quarry lake. The roof design was inspired by a rock found in the quarry, and embodies the journey of the music from the stage into the quarry lake below.

counterclockwise from top: model view of stage & seatingdetail view of stepping stone seatingphoto of existing rock (to be used as stage) rock formation used as roof design inspirationroof design sketches

9

residential

lobby/transition

academic

atrium & Lecture

cafe

10

live & learnon-site teaching & living facility

This facility will serve as the primary living and working quarters for the Distance M.Arch students 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.

11

ground floor plan

typical upper floor plan12

hvac section

wall detail

13

The focus on sustainability and building systems in this project coincided with my recent move to Bruce E. Brooks & Associates, a mechanical engineering firm. It was exciting to design with the new knowledge I had acquired, and all of the practical requirements of the project (structure, code analysis, mechanical systems, etc.) helped me to understand the delicate balance between form and function.

windowheader

precastconcretepanel

lateral loadconnector

wall finishes

spray appliedinsulation

beamjoist

spray applied insulation

slab

gravity loadconnection

flashing

sill

low e glazing

14

lightre-imagining the animal shelter

The animal shelter in the North End maximizes natural light by placing animal pens on the edge of the building, utilizing alternating opaque and transparent roof panel design, and respectfully allowing natural light to come between the existing building and new construction via a skylight. The animal shelter will bring both elders and children of the local neighborhood together through its shared ownership program and become a hub in the community.

ground floor plan

15

16

create

17

create

rammed earth wall

learning by play

museum addition

18

22

20

psychology studies 24

tutor & teach 26

accessibility solutions 28

18

june 2005

site excavation

constructing framework

pouring footers

base formwork

removing base formwork after concrete cured

wall formwork pouring rammed earth mixtures into formwork

job site, mid-construction

rammed earth walltesting rammed earth building technology in a new england climate

july 2005

19

removing formwork

securing wall cap detailing wall

ramming earth

job site, mid-construction

hydraulic compactor

completion of ramming earth

The summer spent constructing a rammed earth wall at MIT has left a lasting impression on me about constructability and sustainable building methods. To this day I’m proud of what we built, and point it out to anyone who is with me when I pass by the wall, which is still standing and has survived the harsh New England climate thus far.

august 2005 september 2005

20

museum additionan events space for the doylestown art museum

Architect: KieranTimberlakeBBA Project Team: John Hodos, P.E. Principal in charge, Project managerCharles Argue, P.E. Lead Mechanical EngineerStephanie Olmes Mechanical Designer Teagan Andres, Assoc. AIA Architectural intern

A glass pavilion will be added to the existing Michener Art Museum in Doylestown, PA and 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 developed and published for the office.

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)

26x30 RA (DN)

10x8 SA (DN)

2" CHWS&R (DN)

1-1/2 HWS&R (DN)

SA

1

SA

1

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

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:

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.

hvac ductwork plan

hvac section21

Architect: KieranTimberlakeBBA Project Team: John Hodos, P.E. Principal in charge, Project managerCharles Argue, P.E. Lead Mechanical EngineerStephanie Olmes Mechanical Designer Teagan Andres, Assoc. AIA Architectural intern

22

learning by playguilford elementary school expansion

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 | 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

Antonio Avila, AIA Associate, Project manager

Martin Ilic Graphic Designer

Teagan Andres, Assoc. AIA Architectural intern

Darden Architects developed a conceptual master plan for the existing elementary school campus, taking into consideration the district’s priorities of removing portables from the site and replacing them with permanent classrooms without disrupting students housed on campus. Other 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 several 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.

23

Level 11148' - 0"

Level 21162' - 0"

E D.8

1H5.60

SA 1078"x12"

VAV

107

1-SLOT LD-34' - 0" ACTIVE

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"

1-SLOT LD-44' - 0" ACTIVE

75 CFM

SIDEWALLSPRINKLER

12"M

AX

P9 P10 P11

7H5.30

1-SLOT LD-44' - 0" ACTIVE

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"

2-SLOT LD-54' - 0" ACTIVE

80 CFM

2-SLOT LD-54' - 0" ACTIVE

100 CFM

SA 022.118"x14"

SA 022.110"x10" SA 022.110"x10"

2-SLOT LD-54' - 0" ACTIVE

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.

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:

08:2

5 PM

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

H5.30

September 1, 2010

08001/08-026Henderson Addition-Biobehavioral Health Building

DAE, CSA

HVAC ENLARGED PLANS AND SECTIONS

The Pennsylvania State University

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:

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.

No. Description Date

RA 48"x48" OPEN ENDDUCT WITH WIREMESH SCREEN

24

psychology studiesfive story academic building for pennsylvania state university

Architect: Bohlin Cywinski JacksonBBA Project Team: John Hodos, P.E. Principal in charge, Project managerDanette Steffish, P.E. Senior Mechanical EngineerStephanie Olmes Mechanical Designer Teagan Andres, Assoc. AIA Architectural intern

hvac 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.

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

1-SLOT LD-34' - 0" ACTIVE

110 CFM(TYP OF 24)

1-SLOT LD-34' - 0" ACTIVE

110 CFM

1-SLOT LD-34' - 0" ACTIVE

120 CFMTYP OF(2)

1-SLOT LD-34' - 0" ACTIVE

110 CFMTYP OF(2)

1-SLOT LD-34' - 0" ACTIVE

110 CFMTYP OF(2)

1-SLOT LD-34' - 0" ACTIVE

80 CFM

1-SLOT LD-34' - 0" ACTIVE

110 CFMTYP OF(2)

1-SLOT LD-34' - 0" ACTIVE

100 CFM

1-SLOT LD-34' - 0" ACTIVE

95 CFMTYP OF(2)

1-SLOT LD-34' - 0" ACTIVE

130 CFM

1-SLOT LD-34' - 0" ACTIVE

110 CFMTYP OF(2)

1-SLOT LD-34' - 0" ACTIVE

75 CFM(TYP OF 16)

1-SLOT LD-34' - 0" ACTIVE

100 CFM

1-SLOT LD-34' - 0" ACTIVE

70 CFM

5"LBS-12' - 0" ACTIVE

140 CFM

5"LBS-12' - 0" ACTIVE

200 CFMTYP OF(2)

5"LBS-12' - 0" ACTIVE

170 CFMTYP OF(2)

5"LBS-22' - 0" ACTIVE

190 CFM

5"LBS-24' - 0" ACTIVE

365 CFM(TYP OF 4)

1-SLOT LD-34' - 0" ACTIVE

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"

5"LBS-12' - 0" ACTIVE

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)

1-SLOT LD-15' - 0" ACTIVE

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

4'-0" ACTIVETYP OF(2)

Default ReturnAir (ta)8"x6"

Default ReturnAir (ta)6"x6"

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

5"LBS-22' - 0" ACTIVE

140 CFM(TYP OF 2)

1-SLOT LD-14' - 0" ACTIVE

70 CFM

1-SLOT LD-14' - 0" ACTIVE

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

5'-0" ACTIVETYP OF (3)

5"LBS-24' - 0" ACTIVE

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)

17'-4" TOTALLENGTH (V.I.F.)(TYP OF 2)

26'-2" TOTALLENGTH (V.I.F.)(TYP OF 2)

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

SA 310d10"x10"

11'-11" TOTALLENGTH (V.I.F.)

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)

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

9'-0" TOTALLENGTH (V.I.F.)

(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"

RA SO8"x8"(TYP OF 2)

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 321f8"x6"(TYP OF 2)

SA 321f8"x8"(TYP OF 2)

SA 321f12"x10"

SA 321f14"x10"

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

SA 321f8"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"

Default ReturnAir (ta)20"x14"

H3.307

1

1

12'-6" TOTALLENGTH (V.I.F.)

1

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

11'-11" TOTALLENGTH (V.I.F.)

1

11'-2" TOTALLENGTH (V.I.F.)

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

1 9'-11" TOTALLENGTH (V.I.F.)

(TYP OF 9)

1 7'-10" TOTALLENGTH (V.I.F.)

1

1

1

1

7'-6" TOTALLENGTH (V.I.F.)(TYP OF 2)

1

1

1

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

86'-4" TOTALLENGTH (V.I.F.)

1

38'-9" TOTALLENGTH (V.I.F.)

1

10'-2" TOTALLENGTH (V.I.F.)

1

22'-4" TOTALLENGTH (V.I.F.) 1

112'-0" TOTALLENGTH (V.I.F.)

18'-3" TOTALLENGTH (V.I.F.)

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

1 9'-8" TOTALLENGTH (V.I.F.)(TYP OF 4)

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

1 12'-0" TOTALLENGTH (V.I.F.)

116'-3" TOTALLENGTH (V.I.F.)

1 9'-2" TOTALLENGTH (V.I.F.)

1 10'-8" TOTALLENGTH (V.I.F.)

1 9'-0" 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

25

first floor hvac plan

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

26

tutor & teachclassroom & tutoring lab remodel

Reedley Community College is located in California’s rural central valley. Darden Ar-chitects was hired to oversee the design and construction of two remodel projects. The first converts an existing lecture hall and adjacent offices into a math lab tuto-rial space, and the second is a renovation of an existing earth science laboratory (shown at right).

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

demolition plan

new work plan

Robert Petithomme, AIA Principal

David Bradley, AIA Project manager

Teagan Andres, Assoc. AIA Architectural intern

27

28

accessibility solutionsramp addition

Clovis Unified School District hired Darden Architects to draft a set of plans to construct an additional set of accessible ramp and stairs to the existing Buchanan Memorial High School stadium. Construction documents were produced in three weeks to begin construction during the upcoming summer months.

I documented existing conditions of the site, conducted code research, and drew the set of plans, elevations, sections and details for permit approval in the required three week time frame.

29

Michael Fennacy, AIA Associate, Project managerTeagan Andres, Assoc. AIA Architectural intern

30

31

discover

antiquity

city

structure

32

36

34

texture 38

32

33

34

35

36

37

38

39

40

teagan andresAssoc. AIA, LEED A.P.

416 Highland Ave.Ambler, PA 19002

e: [email protected]: 203.260.5381

education Boston Architectural CollegeDistance M.Arch :: Expected graduation January 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 De-sign, Building Technology, History of Architecture, Visual Arts, Photography, Structural Design, Advanced Spanish Conversation & Composition, Advanced Spanish Reading & Writing

Architectural Intern at large firm which specializes in education, healthcare, and transportation. Par-ticipated 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 the-sis involved designing 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 presentation drawings for Skirball Cultural Center.

Revit MEP specialist for a mechanical & electrical consulting firm. Established office standards, includ-ing office manual, for Revit MEP. Involved in all aspects of mechanical design and construction phases for architectural projects.

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

interestsRunning, cycling, swimming, hiking, traveling, exploring, photography, reading, historic preservation, sustainable design, urban environments, concept cars

41


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