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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 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 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
13
28
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
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
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
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
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
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
MECHANICALMEZZANINE 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
MECHANICALMEZZANINE 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:
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.
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
MECHANICALMEZZANINE 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
MECHANICALMEZZANINE 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.
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
10
Team MembersMichael Fennacy, AIA Associate, Project managerTeagan Andres, Assoc. AIA Architectural intern
11
12
Education
Boston Architectural CollegeDistance M.Arch candidate
January 2012
Massachusetts Institute of Technology B.S. Art and Design
June 2008
14
22
13
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.
Chestnut Hill Farms CSA Education Center
b
enga
ge ::
pav
ilion
14
15
intr
igue
:: c
over
ed w
alkw
ay
wall detail roof detail
wall
roof
16
wall
17
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
18
+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 Plan19
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
20
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
21
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
22
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
23
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
24
Removing formwork
Securing wall cap
Detailing wall
Completed rammed earth wallAugust 2005
September 2005
Job site, mid-construction
Hydraulic compactor
Completion of ramming earth
25
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.
26
27
Athens, Greece Toledo, Spain Naxos, Greece
de miasketching & photographyvarious sites around Europe
28
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
29
RAINWATER CAPTUREDFROM ROOF
FIRST FLUSHDIVERTER TO RAINGARDEN
AIR CONDITIONINGCONDENSATE CAPTURED
OVERFLOW TOSTORMWATERDETENTION &INFILTRATION
CISTERN(STORES WATER FOR RE-USE)
PUMP
FILTRATION & UVSTERILIZATION
RECLAIMEDWATER FOR
RE-USEFOAM FLUSH
COMPOSTING TOILET
DISCHARGEBELOW GRADE
MOPRECEPTOR SHOWER
KITCHENSINK
LAVATORY(TYP.)
WATER CLOSET
CITY SEWER
COMPOSTER
CITY MAIN
DOMESTICCOLD WATER
CW
HW
CW
HW
CWHW
SOLAR THERMALCOLLECTOR ARRAY
TOBACKUPHEATINGSOURCE
PUMP
DOMESTIC WATERHEATER & SOLARSTORAGE TANK
A local architect needed a diagram illustrating the numerous systems utilized in the Johns Hopkins Sustainability House for a presentation to the client. After working at BBA for just under a year, the principal explained the architect’s need to me and I utilized Revit to come up with this diagram.
This diagram proudly hangs on my fridge. Everyday it reminds me that while at BBA, I have come to understand how a building lives, not just how it looks. This diagram truly summarizes the architect I want to become.
30
Teagan Andrese: [email protected] p: 203.260.5381