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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
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
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.
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.
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)
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:
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.
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
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.
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