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EXG ROOF 20 HOLD GYP BD 1/2" ROOF 203 ROOF
STRUCTURE 7 777 FROM ROOF DECK. DO STRUCTURE STRUCTURE
NOT ATTACH TO TRACK J T I.L-1- _7777
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F7
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5 a CEMENTITIOUS BOARD
5/8" CEMENTITIOUS BOARD
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SLAB 0 1 G" 0 C SLAB @ 16" C SLAB 0 16 D.C. SLAB 0 16" O,C
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EXG ROOF
STRUCTURE
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METAL .GYPSUM BD,,FURRjNG PATRICK G. BLEES, ARCHITECT
T'S SUSPENDED FROM -ROOF tlwuV
STRUCTURE W/ HANGER 219 N.-2t:b ST., GbITE0 301
,.WIRES '0'24"
MINNEAPOLIS 1`�LN 5540't
E:.... (6 2) 8'— 6 671
WALL CHANNEL :� PHON 1
FAX: (612) 338-2995
SUSPEND , ED ACOUSTIC TILE E—MAIL: info0cmarch.com
CEILING, SEE REFLECTED
CEILING' PLAN
5/8" TYPE 'Y' GYP BD
CONSULTANTS:
JAMES H. ART, PE
T O_ ELF I TS WILLIAM F. THIESSE, PE
305 2ND ST NW, SUITE 105
5/8" FIRE RETARDANT FIRE RETARDANT NEW BRIGHTON, MN 55112
PLYWOOD PLYWOOD -2300
us PHONE: (651) 532
5/5" CEMENTITIOUS BOARD 5/8- CEMENTITIOUS BOARD J FAX: (651) 632-23137
ANCHOR MTL--,----
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Al r
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ROOF 20 HOLD GYP BD 1/2" ROOF HOLD GYP BID 1/2" ROOF 20 HOLD GYP BD 1/2" EXG ROOF W2_0W EXG ROOF 20 HOLD GYP BID 1/2- EXG ROOF 20
FROM ROOF DECK. DO
FROM ROOF DECK. DO FROM ROOF DECK. DO FROM ROOF DECK. DO STRUCTURE
STRUCTURE STRUCTURE STRUCTURE STRUCTURE STRUCTURE % NOT ATTACH TO TRACK
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ROOF DECK ROOF DECK
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114� � i,; F,
METAL GYPSUM BID FURRING CEILING PLAN
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0
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ROOF STRUCTURE.
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ROOF STRUCTURE. STRUCTURE WALL CHANNEL T'S SUSPENDED FROM ROOF
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+ STABILITY
STABILITY TO ALLOW FOR SUSPENDED ACOUSTIC TILE
TO ALLOW FOR TO ALLOW FOR CEILING, SEE REFLECTED
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SUSPENDED ACOUSTIC TILE ---: ; SUSPENDED ACOUSTIC TILE CEILING, SEE REFLECTED
MOVEMENT. MOVEMENT.
C CEILING PLAN (BOTH SIDES)
MOVEMENT. MOVEMENT. to c PROVIDE CROSS
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,'CEILING PLAN CEILING PLAN (BOTH SIDES)
BRACING FOR BRACING FOR BRACING FOR BRACING FOR
STABILITY _41.1 5/8" TYPE "X" GYP BD 5/8" TYPE -X" GYP BD STABILITY 5/8" TYPE "X- GYP BO 5/8" TYPE X GYP BD
M AT TYPE "X" GYP 13D STABILITY �/8- TYPE "X" GYP BD STABILITY
0
00
COOLED
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FIRE RETARDANT
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04 GYP BD MOLD RESISTANT ---5/8 0 PLYWOOD
PLYWOOD
GYP BD
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CEMENTITIOUS BOARD 5/8" CEMENTITIOUS BOARD
PLYWOOD 5/8" CEMENTITIOUS BOARD 5/8
u 0, -a 1 0 l
ANCHOR MTL 5/8" CEMENTITIOUS BOARD ANCHOR MTL S.• 5/8" CEMENTITIOUS BOARD ANCHOR MTL--i-" ANCHOR MTL ANCHOR MTL
TRACK TO�T,C( TRACK TO, QONC,i,,T, TRACK TO.CONC, Lo TRACK TO CONC TRACK TO CONC
SLAB @ 16" O.C. 7,
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3-5/8" MTL STUD G3 8" MTL STUD H1 3-5/8" MTL STUD H3 8" MTL STUD J1 3-5/8" MTL STUD J3 8" MTL STUD K1 3-5/8" MTL STUD K3 8" MTL STUD L1 3-5/8" MTL STUD L3 8" MTL STUD
Sim � 3E Sim Sim Sim
ROOF DECK _3E� ROOF DECK K3E Sim EXG ROOF DECK ROOF DECK 3E EXG ROOF DECK SE
"20 20 HOLD GYP BD 1/2" 20 HOLD GYP BD 1/2" 20
ROOF EXG ROOF ROOF EXG ROOF
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STRUCTURE STRUCTURE STRUCTURE NOT ATTACH TO TRACK STRUCTURE NOT ATTACH TO TRACK STRUCTURE
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WA
PROVIDE CROSS PROVIDE CROSS HOLD 1/2" SHORT HOLD 1/2" SHORT PROVIDE CROSS ILL CHANNEL
BRACING FOR BRACING FOR OF ROOF DECK OF ROOF DECK BRACING FOR �—SUSPENDED ACOUSTIC TILE
SUSPENDED ACOUSTIC TILE T71 SUSPENDED ACOUSTIC TILE SUSPENDED ACOUSTIC TILE — SUSPENDED ACOUSTIC TILE STABILITY
STABILITY STABILITY CEILING, SEE REFLECTED TO ALLOW FOR =Zll�_CEILING, SEE REFLECTED TO ALLOW FOR CEILING,' REFLECTED CEILING, SEE REFLECTED
CEILING'.ISEE REFLECTED MOVEMENT. MOVEMENT.
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A
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3-5/8" MTL STUD N3 8' MTL STUD 3-5/8" MTL STUD 15" MTL STUD
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A202
COPYRIGHT PATRICK G. BLEES, AIA 2011
STRUCTURE
AT EACH BRACE
3/8"0 BOLT THRU COLUMN
AND
-----
PROVIDE HILTI X—DNI 32 PBS15 0 S—O"
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"
-2 IF
GROUT
T'S SUSPENDED FROM 'ROOF
METAL GYPSUM BD'.FURRING
RUN STUDS UP
SEE WALL TYPES
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`STRUCTURE
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7 1/2"
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i
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n-;
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CEILING; SEE REFLECTED
0i
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1 X 4 CONTINUOUS SMOOTH FINISHED
0
MTL TRACK
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SLAB 0 1 G" 0 C SLAB @ 16" C SLAB 0 16 D.C. SLAB 0 16" O,C
I -
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BID CEILING
70 _109
ANCHOR MTL
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SLAB 0 16"
EXG GYP BID CEILING TO
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STRUCTURE % ITIT
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STABILITY
METAL .GYPSUM BD,,FURRjNG PATRICK G. BLEES, ARCHITECT
T'S SUSPENDED FROM -ROOF tlwuV
STRUCTURE W/ HANGER 219 N.-2t:b ST., GbITE0 301
,.WIRES '0'24"
MINNEAPOLIS 1`�LN 5540't
E:.... (6 2) 8'— 6 671
WALL CHANNEL :� PHON 1
FAX: (612) 338-2995
SUSPEND , ED ACOUSTIC TILE E—MAIL: info0cmarch.com
CEILING, SEE REFLECTED
CEILING' PLAN
5/8" TYPE 'Y' GYP BD
CONSULTANTS:
JAMES H. ART, PE
T O_ ELF I TS WILLIAM F. THIESSE, PE
305 2ND ST NW, SUITE 105
5/8" FIRE RETARDANT FIRE RETARDANT NEW BRIGHTON, MN 55112
PLYWOOD PLYWOOD -2300
us PHONE: (651) 532
5/5" CEMENTITIOUS BOARD 5/8- CEMENTITIOUS BOARD J FAX: (651) 632-23137
ANCHOR MTL--,----
TRACK TO , CON
SLAB 16 b.c.
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3-5/8" MTL STUD A3 8- MTL STUD B1 3-5/8" MTL STUD B3 8" MTL STUD C1 3-5/8" MTL STUD C3 8" MTL STUD D1 3-5/8" MTL STUD D3 8" MTL STUD E1 3-5/8" MTL STUD E3 8- MTL STUD F1 3-5/8" MTL STUD F3 8- MTL STUD
ROOF DECK 3E Sim ROOF DECK Sim ROOF DECK 3E Sim EXG ROOF DECK 3E Sim EXG ROOF DECK 3E Sim EXG ROOF DECK 3E Sim
ROOF 20 HOLD GYP BD 1/2" ROOF HOLD GYP BID 1/2" ROOF 20 HOLD GYP BD 1/2" EXG ROOF W2_0W EXG ROOF 20 HOLD GYP BID 1/2- EXG ROOF 20
FROM ROOF DECK. DO
FROM ROOF DECK. DO FROM ROOF DECK. DO FROM ROOF DECK. DO STRUCTURE
STRUCTURE STRUCTURE STRUCTURE STRUCTURE STRUCTURE % NOT ATTACH TO TRACK
NOT ATTACH TO TRACK NOT ATTACH TO TRACK NOT ATTACH TO TRACK
IT
ATTACH MTL ATTACH
ATTACH MTL-----.
T V\ ATTACH MTL
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TRACK TO TRACK TO TRACK TO TRACK TO TRACK TO lmp�um lu SUSPENDED ACOUSTIC TILE
ROOF DECK ROOF DECK
ROOF DECK ROOF DECK ROOF DECK Q ROOF DECK CEILING, SEE REFLECTED
114� � i,; F,
METAL GYPSUM BID FURRING CEILING PLAN
WALL., CHANNEL, T'S SUSPENDED FROM ROOF SEAL:
0
STRUCTURE W1 HANGER RUN STUDS WALL CHANNEL
RUN STUDS UP METAL. GYPSUM BID FURRING RUN STUDS UP RUN STUDS UP RUN STUDS UP RUN STUDS UP
4 fj/ F ALONG SIDES OF METAL GYPSUM BD FURRING
ALONG SIDES OF T'S, SUSPENDED FROM ROOF ALONG SIDES OF ALONG SIDES OF ALONG SIDES OF WIRES 0 24" D.C. ALONG SIDES 0
ROOF STRUCTURE.
TW/ :HANGER ROOF STRUCTURE. ROOF STRUCTURE. 5/8%,TYPE�,�N* ,GYP BD ROOF STRUCTURE. ROOF STRUCTURE.
ROOF STRUCTURE. STRUCTURE WALL CHANNEL T'S SUSPENDED FROM ROOF
SHORT PROVIDE CROSS HOLD 12- SHORT PROVIDE CROSS
HOLD 1/2 STRUCTURE W/ HANGER
"Y FOR BRACING FOR
lw� � � ll`�!,i, �! P. BRACING
OF ROOF DECK OF ROOF DECK OF ROOF DECK 1� WIRES @ 24" O.C.
+ STABILITY
STABILITY TO ALLOW FOR SUSPENDED ACOUSTIC TILE
TO ALLOW FOR TO ALLOW FOR CEILING, SEE REFLECTED
HOLD 1/2- SHORT WIRES 24",,�6.c. HOLD 1/2" SHORT TO ALLOW FOR SUSPENDED ACOUSTIC TILE OF ROOF DECK
SUSPENDED ACOUSTIC TILE ---: ; SUSPENDED ACOUSTIC TILE CEILING, SEE REFLECTED
MOVEMENT. MOVEMENT.
C CEILING PLAN (BOTH SIDES)
MOVEMENT. MOVEMENT. to c PROVIDE CROSS
CEILING,' SEE REFLECTED CrILING: SEE REFLECTED
PROVIDE CROSS PROVIDE CROSS PROVIDE CROSS =1!1� EILING PLAN (BOTH SIDES)
,'CEILING PLAN CEILING PLAN (BOTH SIDES)
BRACING FOR BRACING FOR BRACING FOR BRACING FOR
STABILITY _41.1 5/8" TYPE "X" GYP BD 5/8" TYPE -X" GYP BD STABILITY 5/8" TYPE "X- GYP BO 5/8" TYPE X GYP BD
M AT TYPE "X" GYP 13D STABILITY �/8- TYPE "X" GYP BD STABILITY
0
00
COOLED
TOILET 00 KITCHEN ENTRANCE POS KITCHEN OFFICE POS =0 DINING
--5/8" MOLD RESISTANT 41, 14 1 � 'L� ` 11,
FIRE RETARDANT
FIRE RETARDANT _____5/8
04 GYP BD MOLD RESISTANT ---5/8 0 PLYWOOD
PLYWOOD
GYP BD
ID--5/8" FIRE RETARDANT —5/8" CEMENTITIOUS BOARD
CEMENTITIOUS BOARD 5/8" CEMENTITIOUS BOARD
PLYWOOD 5/8" CEMENTITIOUS BOARD 5/8
u 0, -a 1 0 l
ANCHOR MTL 5/8" CEMENTITIOUS BOARD ANCHOR MTL S.• 5/8" CEMENTITIOUS BOARD ANCHOR MTL--i-" ANCHOR MTL ANCHOR MTL
TRACK TO�T,C( TRACK TO, QONC,i,,T, TRACK TO.CONC, Lo TRACK TO CONC TRACK TO CONC
SLAB @ 16" O.C. 7,
SLAB @ 16" "to. C �J SLAB @ 16',0:C. SLAB @ 1 SLAB 0 16" O,C,
4E �4E
N
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4E 20 _01
20
'A, 20
2-1/2" MTL STUD G2 6" MTL STUD 2-1/2" MTL STUD H2 6" MTL STUD 2-1/2" MTL STUD J2 6" MTL STUD 2-1/2" MTL STUD K2 G" MTL STUD 2-1/2" MTL STUD L2 6" MTL STUD
3-5/8" MTL STUD G3 8" MTL STUD H1 3-5/8" MTL STUD H3 8" MTL STUD J1 3-5/8" MTL STUD J3 8" MTL STUD K1 3-5/8" MTL STUD K3 8" MTL STUD L1 3-5/8" MTL STUD L3 8" MTL STUD
Sim � 3E Sim Sim Sim
ROOF DECK _3E� ROOF DECK K3E Sim EXG ROOF DECK ROOF DECK 3E EXG ROOF DECK SE
"20 20 HOLD GYP BD 1/2" 20 HOLD GYP BD 1/2" 20
ROOF EXG ROOF ROOF EXG ROOF
ROOF FROM ROOF DECK, DO . . ..... FROM ROOF DECK. DO
STRUCTURE STRUCTURE STRUCTURE NOT ATTACH TO TRACK STRUCTURE NOT ATTACH TO TRACK STRUCTURE
ATTACH MTL� ATTACH MTL--------- % ATTACH MTL
ATTACH MTL __x //_ , / ! , ATTACH MTL
TRACK TO TRACK TO TRACK TO TRACK TO V.� TRACK TO
Pnnp npry ROOF DECK ROOF DECK ROOF DECK
onr)c -
I 111,q: I . 0 METAL GYPSUM BD FURRING
01 T'S SUSPENDED FROM ROOF
C) STRUCTURE W/ HANGER
RUN STUDS UP
RUN STUDS UP RUN STUDS UP--------/ RUN STUDS UP --------/: RUN STUDS UP
WIRES 4) 24" O.C.
ALONG SIDES OF q, ALONG SIDES OF ALONG SIDES OF ALONG SIDES OF ALONG SIDES OF
ROOF STRUCTURE. 0 ROOF STRUCTURE. ROOF STRUCTURE. ROOF STRUCTURE. ROOF STRUCTURE.
WA
PROVIDE CROSS PROVIDE CROSS HOLD 1/2" SHORT HOLD 1/2" SHORT PROVIDE CROSS ILL CHANNEL
BRACING FOR BRACING FOR OF ROOF DECK OF ROOF DECK BRACING FOR �—SUSPENDED ACOUSTIC TILE
SUSPENDED ACOUSTIC TILE T71 SUSPENDED ACOUSTIC TILE SUSPENDED ACOUSTIC TILE — SUSPENDED ACOUSTIC TILE STABILITY
STABILITY STABILITY CEILING, SEE REFLECTED TO ALLOW FOR =Zll�_CEILING, SEE REFLECTED TO ALLOW FOR CEILING,' REFLECTED CEILING, SEE REFLECTED
CEILING'.ISEE REFLECTED MOVEMENT. MOVEMENT.
CEILING PLAN (BOTH SIDES) CEILING PLAN (BOTH SIDES) PROVIDE CROSS CEILING PLAN PROVIDE CROSS CEILING PLAN (BOTH SIDES) CEILING PLAN (BOTH SIDES)
A
BRACING FOR BRACING FOR
h.i STABILITY 5/8" TYPE "X" GYP BD STABILITY 5/8" TYPE "X- GYP 80
10
20
CD 0
I
00 KITCHEN HOOD 91-TCH—EN so KINHLN DINING KITCHEN so OFFICE BAR KITCHEN
KI FIRE RETARDANT FIRE RETARDANT 5/8" FIRE RETARDANT
5/8" FIRE RETARDANT 5/8 5/8 PLYWOOD
PLYWOOD PLYWOOD
FIRE RETARDANT PLYWOOD 0 PLYWOOD 0,j
cy, le,
3c 5/8" CEMENTITIOUS BOARD 5/8" CEMENTITIOUS BOARD. 5/8" CEMENTITIOUS BOARD 5/8" CEMENTITIOUS BOARD. �:�5/8" CEMENTITIOUS BOARD
49" AT MOP SINK
r. TRACK TO
ANCHOR MTL ANCHOR MTL' ANCHOR MTL ---�' ANCHOR MTL ANCHOR MTL
TRACK TO CONC TRACK TO CONC io
TRACK TO- CONCA�,., CONC TRACK TO.CON61�
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2-1/2" MTL STUD Q2 6" MTL STUD 2-1/2" MTL STUD R2 6• MTL STUD
3-5/8" MTL STUD N3 8' MTL STUD 3-5/8" MTL STUD 15" MTL STUD
�? 3-5/8" MTL STUD 8" MTL STUD 3-5/8" MTL STUD Q3 8" MTL STUD R1 3-5/8" MTL STUD R3 8" MTL STUD
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30"X42" SHEET SIZE
0
ANCHOR MTL 3/8" FIRE RETARDANT
TRACK TO CONC u PLYWOOD BEHIND WC1 TO
SLAB 0 16" D.C. V MAKE WC1 FLUSH WITH GYP
BD ABOVE
4E PATRICK G. BLEES, ARCHITECT
20
2-1/2" MTL STUD M2 6" MTL STUD
3-5/8" MTL STUD M3 8" MTL STUD MAY 20, 2011
DATE ISSUED
AR93439
REG, NO.
BUILDING
STRUCTUr"AL SILC, TION
'Y T
STRUCTURAL DECK
METAL TRACK WITH 2—#10
TEKS ATTACHED 0 EA 16"
O.C. STUD AS REO (ICBO
1 #1976)
PROVIDE HILTI X—DNI 32
PBS15 0 3'-0" D.C. (ICBO
#1663) W/ 1/2" PENETRATION
INTO SLAB
_.--vk--'---GYP BD TYP
SLIP TRACK - TYPICAL
20 SCALE 1 1/2" =
i• —on SCALE BASED ON A
2 3/4" 2x WD FRAMING
30"X42" SHEET SIZE
A202
COPYRIGHT PATRICK G. BLEES, AIA 2011
STAGGER SIDES
AT EACH BRACE
3/8"0 BOLT THRU COLUMN
AND
-----
PROVIDE HILTI X—DNI 32 PBS15 0 S—O"
O.C. (ICBO #1663) W/ 1/2"
FRAMING (TOP & BOTTOM)
PENETRATION INTO SLAB
HSS 2 1/2" X 2 1/2" 3/16"
X
METAL STUD DIAGONAL
BRACING 0 4'-0" O.C.
STEEL POST AT END OF WALL
PROVIDE HILTI X—DNI 32
P8S15 @ 3'-0" D.C.
AND 96" OC. CORE DRILL AND
METAL TRACK WITH 2 —#10
TEKS ATTACHED * EA 16"
EMBED 5" IN CONC SLAB GROUT
4E CONNECTION - TYPICAL
IN PLACE: W/ NON—SHRINK
-2 IF
GROUT
SEE WALL TYPES
PLAN
7 1/2"
1 X CONTINUOUS SMOOTH FINISH BEECH TRIM
7 1/2"
1 X CONTINUOUS SMOOTH FINISH BEECH TRIM
W/ 1/4 ROUND EDGES
—
W/ 1/4 ROUND EDGES
CN
2 X 4 FRT WOOD PLATE
2 X 4 FRT WOOD PLATE
r7
i
1 X 4 CONTINUOUS SMOOTH FINISHED BEECH TRIM
n-;
MTL TRACK
1 /2"
(T Yp.)
1 X 4 CONTINUOUS SMOOTH FINISHED BEECH TRIM
0i
Pi
1 X 4 CONTINUOUS SMOOTH FINISHED
0
MTL TRACK
04
BEECH TRIM
WC1
WC1
00
5/8- TYPE 'Y' GYP BD
5/8" TYPE "X" GYP BD
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3 5/8" MTL STUDS @ 16" D.C.
3 5/8" MTL STUDS @ 16" O,C,
of
0
HSS 2 1/2" X 2 1/2" X 3/16" STEEL POST AT
HSS 2 1/2" X 2 1/2" X 3/16" STEEL POST AT
END OF WALL AND 96" OC. CORE DRILL AND
i i
END OF WALL AND 96" OC. CORE DRILL AND
EMBED 5" IN CONC SLAB GROUT IN PLACE W/
EMBED 5" IN CONC SLAB GROUT IN PLACE W/
NON—SHRINK GROUT
NON—SHRINK GROUT
CEMENTITIOUS BOARD
5/8" CEMENTITIOUS BOARD
ANCHOR METAL TRACK TO CONC SLAB @ 24" D.C.
ANCHOR METAL TRACK TO CONC SLAB 9 2*" O.C.
L __;
8'-2" HEIGHT
1D 5'-0" HEIGHT Fi1_4'—O" HEIGHT
SEE PLANS FOR WALL INSU-ATION LOCATIONS.
SEE FINISH SCHEDULE FOR FLOOR AND BASE.
VERIFY
WALL FINISHES WITH FINISH PLAN AND DETAILS.
ANCHOR MTL 3/8" FIRE RETARDANT
TRACK TO CONC u PLYWOOD BEHIND WC1 TO
SLAB 0 16" D.C. V MAKE WC1 FLUSH WITH GYP
BD ABOVE
4E PATRICK G. BLEES, ARCHITECT
20
2-1/2" MTL STUD M2 6" MTL STUD
3-5/8" MTL STUD M3 8" MTL STUD MAY 20, 2011
DATE ISSUED
AR93439
REG, NO.
BUILDING
STRUCTUr"AL SILC, TION
'Y T
STRUCTURAL DECK
METAL TRACK WITH 2—#10
TEKS ATTACHED 0 EA 16"
O.C. STUD AS REO (ICBO
1 #1976)
PROVIDE HILTI X—DNI 32
PBS15 0 3'-0" D.C. (ICBO
#1663) W/ 1/2" PENETRATION
INTO SLAB
_.--vk--'---GYP BD TYP
SLIP TRACK - TYPICAL
20 SCALE 1 1/2" =
i• —on SCALE BASED ON A
DRAM BY:
30"X42" SHEET SIZE
A202
COPYRIGHT PATRICK G. BLEES, AIA 2011
STAGGER SIDES
AT EACH BRACE
\4
-----
PROVIDE HILTI X—DNI 32 PBS15 0 S—O"
O.C. (ICBO #1663) W/ 1/2"
PENETRATION INTO SLAB
45^ 25 ga, 3 5/81,
METAL STUD DIAGONAL
BRACING 0 4'-0" O.C.
GYP BID
PROVIDE HILTI X—DNI 32
P8S15 @ 3'-0" D.C.
(ICBO #1663)
METAL TRACK WITH 2 —#10
TEKS ATTACHED * EA 16"
O.C. STUD AS REQ (ICBO
#1976)
4E CONNECTION - TYPICAL
SCALE 1 1/20 _ 1• —ow SCALE BASED ON A
30"X42" SHEET SIZE
BUFFALO WILD WINGS
CONSTRUCTION DEPARTMENT
5500 WAYZATA BLVD., STE 1600
MINNEAPOLIS, MN 55416
PHONE (952) 593-9943 FAX (152) 593-9797
THE SHOPS AT SUNSET PLACE
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SOUTH MIAMI, FL 33143
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EMAIL, aethelek0hatmail.cem
FRANCHISE STORE
SHEET TITLE:
INTERIOR CONSTRUCTION
DETAILS
PERMIT SET
REVISIONS:
NO: DATE: BY:
PROJECT N0:
11136,001
DRAM BY:
EJN
A202
COPYRIGHT PATRICK G. BLEES, AIA 2011