AIA Resource Drawings
12
AIA North Carolina MG/ES 08 12 08 A201 GROUND LEVEL PLANS Sheet 1/8"=1'-0" 706 MONTFORD STREET RALEIGH NORTH CAROLINA 27603 919 829 9464 facsimile 919 829 2202 Drawn Date Scale Job No. Checked FH NORTH CAROLINA FRANK HARMON ARCHITECT WAKE COUNTY Headquarters Building 0801 ELEV 001 CHAS 104 DN UP M 005 W 007 CAFE/EXHIBIT 004 BARISTA 002 MECH 008 ELEV 001 UP UP STAIR 000 STAIR 000 STAIR 100 LOBBY 101 RECEPTION 102 MULTIPURPOSE 103 PREP 106 STO 003 STO 105 ELEC 107 DN JAN 006 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 30'-0" 01 02 03 04 05 06 07 08 09 10 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 30'-0" 01 02 03 04 05 06 07 08 09 10 A B A B 11 10 8'-0" 12'-0" 8'-0" PLAN lobby + multi-purpose 1/8" = 1'-0" 1 PLAN cafe + exhibit 1/8" = 1'-0" 2 344 S (300) gross SF = 2 people 894 B (100) gross SF = 9 people 2,006 A (7) net SF = 287 people 488 S (300) gross SF = 2 people 800 B (100) gross SF = 8 people 779 A (7) net SF = 112 people 3,389 gross SF = 298 people 2,083 gross SF = 122 people
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Transcript of AIA Resource Drawings
AIA
Nor
th C
arol
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/ES
08 1
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0801ELEV
001CHAS104
DN
UP
M005
W007
CAFE/EXHIBIT004
BARISTA002
MECH008
ELEV001UP
UP STAIR000
STAIR000
STAIR100
LOBBY101
RECEPTION102
MULTIPURPOSE103
PREP106
STO003
STO105
ELEC107
DN
JAN006
12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"
30'-0"
01 02 03 04 05 06 07 08 09 10
12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"
30'-0"
01 02 03 04 05 06 07 08 09 10
AB
AB
11
10
8'-0"
12'-0" 8'-0"PLAN lobby + multi-purpose1/8" = 1'-0"1
PLAN cafe + exhibit1/8" = 1'-0"2
344 S (300) gross SF = 2 people894 B (100) gross SF = 9 people2,006 A (7) net SF = 287 people
488 S (300) gross SF = 2 people800 B (100) gross SF = 8 people779 A (7) net SF = 112 people
3,389 gross SF = 298 people
2,083 gross SF = 122 people
AIA
Nor
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ina
MG
/ES
08 1
2 08
A20
2A
IA N
C +
TEN
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T LE
VEL
PLA
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Shee
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1/8"
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0801
DN
301TENANT 1
1,300 SF
302TENANT 2
1,024 SF
STAIR000
STAIR000
STAIR100
STAIR100
ELEV001
MECH204
M205
W206
PREP212
STO211
LIB/CON201
COPY207
AIA OFFICE213
CON214
OFFICE203
OFFICE208
BALCONY202DN
OFFICE210
OFFICE209
IT
ELEV001
MECH204
M205
W206
12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"
30'-0"
AB
01 02 03 04 05 06 07 08 09 10
12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"
30'-0"
AB
01 02 03 04 05 06 07 08 09 10 11
12'-0" 8'-0"
11
12'-0" 8'-0"PLAN tenant1/8" = 1'-0"2
PLAN aia1/8" = 1'-0"2
107 S (300) gross SF = 1 person3,738 B (100) gross SF = 38 people0 A net SF = 0 people
188 S (300) gross SF = 1 person3,362 B (100) gross SF = 34 people0 A net SF = 0 people
3,726 gross SF = 39 people
3,530 gross SF = 35 people
BA
TENANT358'-6"
AIA347'-0"
LOBBY + MULTI-PURPOSE333'-0"
TOP OF CONSTRUCTION374'-7 3/4"
CAFE + EXHIBIT323'-0"
1
4
AIA
Nor
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arol
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MG
/ES
08 1
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A40
2SE
CTI
ON
Shee
t
1/4"
=1'-0
"70
6 M
ON
TFO
RD S
TREE
T RA
LEIG
H N
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H C
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Draw
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0801
B A
TENANT358'-6"
AIA347'-0"
LOBBY + MULTI-PURPOSE333'-0"
TOP OF CONSTRUCTION374'-7 3/4"
CAFE + EXHIBIT323'-0"
1
4
2
3
AIA
Nor
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arol
ina
MG
/ES
08 1
2 08
A40
3SE
CTI
ON
Shee
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1/4"
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"70
6 M
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TFO
RD S
TREE
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H N
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0801
AIA
Nor
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MG
/ES
08 1
2 08
A30
1EL
EVA
TIO
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Shee
t
1/8"
=1'-0
"70
6 M
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TFO
RD S
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T RA
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H N
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H C
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0801
09 030405060708 02 011011
A B
TENANT358'-6"
AIA347'-0"
LOBBY + MULTI-PURPOSE333'-0"
TOP OF CONSTRUCTION374'-7 3/4"
CAFE + EXHIBIT323'-0"
ELEVATION north1/8" = 1'-0"1
TENANT358'-6"
AIA347'-0"
LOBBY + MULTI-PURPOSE333'-0"
TOP OF CONSTRUCTION374'-7 3/4"
CAFE + EXHIBIT323'-0"
ELEVATION west1/8" = 1'-0"2
3.1 ARCHITECTURAL CONCRETE
4.1 STONE
6.1 CLEAR FINISH PLYWOOD
6.2 SHIP LAP WOOD SIDING
7.1 STANDING SEAM METAL PANELS
8.1 STORE FRONT WINDOWS AND DOORS
9.1 PAINTED DRYWALL
9.2 CERAMIC TILE
5.1 GREEN SCREEN
8.2 404.5.1 SINGLE PANE GLASS BARRIER
7.2 METAL GUTTER
7.3 METAL SUN SCREEN
7.1
7.1
7.18.1
8.1
6.38.1 4.1
6.2
5.1
6.3
6.2
8.1
8.18.16.3
4.1
7.2
3.1
7.3
7.2
7.2
6.3 CEMENTITIOUS PANEL
AIA
Nor
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MG
/ES
08 1
2 08
A30
2EL
EVA
TIO
NS
Shee
t
1/8"
=1'-0
"70
6 M
ON
TFO
RD S
TREE
T RA
LEIG
H N
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H C
ARO
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276
0391
9 82
9 94
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facs
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0801
0903 04 05 06 07 080201 10 11
AB
TENANT358'-6"
AIA347'-0"
LOBBY + MULTI-PURPOSE333'-0"
TOP OF CONSTRUCTION374'-7 3/4"
CAFE + EXHIBIT323'-0"
ELEVATION south1/8" = 1'-0"1
TENANT358'-6"
AIA347'-0"
LOBBY + MULTI-PURPOSE333'-0"
TOP OF CONSTRUCTION374'-7 3/4"
CAFE + EXHIBIT323'-0"
ELEVATION east1/8" = 1'-0"2
7.1
8.1
5.1
8.16.2
4.1
7.3 7.2
6.2
3.1
8.1
8.1
6.3
7.2
7.2
CISTERN
3.1 ARCHITECTURAL CONCRETE
4.1 STONE
6.1 CLEAR FINISH PLYWOOD
6.2 SHIP LAP WOOD SIDING
7.1 STANDING SEAM METAL PANELS
8.1 STORE FRONT WINDOWS AND DOORS
9.1 PAINTED DRYWALL
9.2 CERAMIC TILE
5.1 GREEN SCREEN
8.2 404.5.1 SINGLE PANE GLASS BARRIER
7.2 METAL GUTTER
7.3 METAL SUN SCREEN
6.3 CEMENTITIOUS PANEL
MG
A50
1VE
RTIC
AL
DETA
ILSSh
eet
1"=1
'-0"
706
MO
UN
TFO
RD A
VEN
UE
RALE
IGH
NO
RTH
CA
ROLIN
A 2
7603
919
829
9464
fa
csim
ile 9
19 8
29 2
202
Draw
nDa
teSc
ale
Job
No.
Che
cked
FH
FRA
NK
HA
RMO
NA
RCH
ITEC
T PA
0801
5A601
A60112
04 0
6 09
BID DOCUMENTS AIA
NC
Cen
ter f
or A
rchi
tect
ure
and
Desig
nW
AKE
CO
UN
TY, N
C
B
A
HEAD FLASHING
HEAD FLASHING
MECHANICAL DUCT
DOMESTIC WATER
AC
1/2"
5A205
NORTH WALL @ roof1" = 1'-0"2SOUTH EAVE/WALL
1" = 1'-0"4
SOUTH WALL 1" = 1'-0"3
NORTH WALL 1" = 1'-0"1
1'-4"
11 14"
5 3/8"
5 3/8"
12" DIAMETER GALVANIZED STEEL GUTTER WITH BRACKETS @ 4'-0" OC SEE 7/A205
TWO LAYERS OF 1 1/2" RIGID INSULATION
METAL ROOFING SYSTEM BEYOND
GYP BD BEYOND
METAL ROOFING SYSTEM BEYOND
1 1/2" RIGID INSULATION
METAL ROOFING SYSTEM
METAL ROOFING SYSTEM ON SLIP SHEET AND BUILDING PAPER
6" RIGID INSULATION WITH 5/8" NAILER ON TOP SURFACE
ALUMINUM STOREFRONT
ALUMINUM SILL
WOOD SIDING
AIR SPACE
1/2" FIRE RETARDANT SHEATHING
6" METAL STUDS 16" OC
BATT INSULATION
5/8" GYP BD
WOOD BASE
SEE STRUCTURAL DWGS
FLASHINGROLLER SHADE BY OWNER
5/8" GYP BOARD CEILING WHERE SHOWN
MESH FOR SPRAY INSULATION
5/8" GYP BD ON 1 1/2" METAL HAT CHANNELS @ 24" OC
1 1/2" METAL HAT CHANNELS @ 24"
SEE STRUCTURAL DWGS
WINDOW BEYOND
EXPANDED METAL CEILING ALT 05
11" DIAMETER GUTTER SLIP CONNECTION TO ALLOW FOR ROOF DEFLECTION
12" DIAMETER GALVANIZED STEEL DOWNSPOUT, SEE 8/A205
STEEL COLUMN BEYOND - PAINTED
BUILDING PAPER
ROOFING SYSTEM ON UNDERLAYMENT AND SLIP SHEET
1/4" BENT PLATE WITH 2X BLOCKING CONTINUOUS
WRAP WINDOW OPENING HEAD, SILL AND JAMBS WITH FLEXIBLE FLASHING
1" RIGID INSULATION
4 1/2" CONCRETE SLAB ON METAL DECK
4 1/2" CONC SLAB ON METAL DECK
CEMENTITIOUS PANELS - SEE REFLECTED CEILING PLAN FOR LAYOUT
TS 3 1/2"x 3 1/2" TYP - SEE STRUCTURAL S17
1/2" STEEL CLOSURE PLATE @ CEILING WEB INTERSECTION - TYP
1/2" STEEL CLOSURE PLATE @ CEILING WEB INTERSECTION - TYP
CONTINUOUS STAINLESS STEEL GUTTER LINER
CAVITY DRAINAGE MATERIAL
WIDTH OF WINDOW
1 1/2"
B
5/8" GYP BD
WOOD TRIM @ WINDOW JAMB BEYOND
ELEV = 359'-0"
OPERABLE WINDOW
ACOUSTIC TREATMENT ALT 11
STEEL CONNECTOR PLATE SEE STRUCT DRAWINGS
STEEL CONNECTOR PLATE SEE STRUCT DRAWINGS
TS 3x3 SEE STRUCT DWGS, S17
MG
A50
2VE
RTIC
AL
DETA
ILSSh
eet
1"=1
'-0"
706
MO
UN
TFO
RD A
VEN
UE
RALE
IGH
NO
RTH
CA
ROLIN
A 2
7603
919
829
9464
fa
csim
ile 9
19 8
29 2
202
Draw
nDa
teSc
ale
Job
No.
Che
cked
FH
FRA
NK
HA
RMO
NA
RCH
ITEC
T PA
0801
5A601
04 0
6 09
BID DOCUMENTS AIA
NC
Cen
ter f
or A
rchi
tect
ure
and
Desig
nW
AKE
CO
UN
TY, N
C
A B
C A
SOUTH WALL 1" = 1'-0"1 NORTH WALL
1" = 1'-0"2
NORTH WALL @ foundation wall 1" = 1'-0"3SOUTH WALL @ foundation wall
1" = 1'-0"4
5 3/8"
1'-4"
1'-4" 5 3/8"
6"
1'-0"
2"
METAL ROOFING SYSTEM
SEE STRUCTURAL DWGS
FLASHING
EXPANDED METAL CEILING ALT 05
COLUMN BEYOND
ALUMINUM STOREFRONT
PRECAST CONCRETE PAVERS
WATERPROOFING
2" RIGID INSULATION
PIER BEYOND - SEE STRUCTURAL
MECHANICAL DUCT
18" DRAINAGE COURSE
HVAC GRILL BETWEEN COLUMNS
VAPOR BARRIER
FLASHING ALUMINUM STOREFRONT
HVAC GRILL BETWEEN COLUMNS
6" CONCRETE SLAB
COLUMN BEYOND
5/8" GYP BOARD1 1/2" METAL FRAMING HAT CHANNEL @ 24" O.C.
CEMENTITIOUS PANEL
METAL ROOFING SYSTEM ON 5/8" FIRE RETARDANT DECK
LIGHT GAGE METAL FRAMING
L 4 x 3 x 1/4 GALV CONTINUOUS EDGE OF SLAB
4 1/2" CONC. SLAB ON METAL DECK
1" RIGID INSULATION
L 4 x 3 x 1/4 x GALV CONTINUOUS SLAB EDGE
6" CONCRETE SLAB
1 1/2" RIGID INSULATION
CONCRETE WALL
1 1/2" RIGID INSULATION
4 1/2" CONC. SLAB ON METAL DECK
ROLLER SHADE BY OWNER
DOMESTIC WATER
STEEL CONNECTOR PLATE
STEEL CONNECTOR PLATEHEAD FLASHING
WRAP ENTIRE OVERHANG WITH ICE + WATER GUARD
FLASHING
FLASHING
SILL
DAMPROOFING
RIGID INSULATION
SILL
CURTAIN TRACK BY OWNER
5/8" GYP BD5/8" GYP BD
MILLWORK WHERE SHOWN
3/8"x1 3/4" STEEL BAR
ELEV = 347'-6"
ELEV = 333'-6"
ELEV = 359'-0"
ACOUSTIC TREATMENT ALT 11
MG
A50
3VE
RTIC
AL
DETA
ILSSh
eet
1"=1
'-0"
706
MO
UN
TFO
RD A
VEN
UE
RALE
IGH
NO
RTH
CA
ROLIN
A 2
7603
919
829
9464
fa
csim
ile 9
19 8
29 2
202
Draw
nDa
teSc
ale
Job
No.
Che
cked
FH
FRA
NK
HA
RMO
NA
RCH
ITEC
T PA
0801
04 0
6 09
BID DOCUMENTS AIA
NC
Cen
ter f
or A
rchi
tect
ure
and
Desig
nW
AKE
CO
UN
TY, N
C
0111
9A440
EAST WALL @ ROOF1" = 1'-0"
6A503
NOT USED1" = 1'-0" WEST WALL @ roof
1" = 1'-0"3
WEST WALL @ 3rd level 1" = 1'-0"2
WEST WALL @ basement level 1" = 1'-0"1NOT USED
1" = 1'-0"4EAST WALL@ storage1" = 1'-0"7
METAL CEILING DETAIL1" = 1'-0" refer 5/A2105
EAST WALL@ 3rd level1" = 1'-0"8
9
16'-0"
8"
CEMENTITIOUS PANEL ON 1 1/2" HAT CHANNELS ON TS 3 1/2"x 3 1/2" @ 24" O.C.
ALUM SILL
STEEL TUBE - SEE STRUCTURAL DWGS
WOOD BASE
1" RIGID INSULATION
SEE STRUCTURAL DWGS
STEEL TUBE - SEE STRUCTURAL DWGS
STOREFRONT
OUTSIDE EDGE OF RAKE BEAM
MESH FOR SPRAY INSULATION 212
A
2A205
FLASHING
STOREFRONT
STOREFRONT
FLASHING
2x8 RIPPED
A
3'-0
"2'
-9"
STEEL COLUMN BEYOND
5/8" GYP BD CEILING
5/8" GYP BD CEILING
STEEL DOOR ENCLOSURE - SEE A440
3'-6"
CAVITY DRAINAGE FABRIC
1/2" ANCHOR BOLTS 24" OC STAGGERED 2"
SEE STRUCTURAL DWGS
2x6 PT
1'-4"
A
1'-4"
1" RIGID INSULATION
6'-0
"
A
1x4 PT
ALUMINUM SILL
STEEL COLUMN BEYOND
STOREFRONT
CEMENTITIOUS PANEL ON 1 1/2" HAT CHANNEL @ 24" OC
5/8" GYP BD
MESH FOR SPRAY INSULATION
1x4 PT
STEEL TUBE - SEE STRUCTURAL DWGS
6"x6" POCKET FOR LIGHTING
1" RIGID INSULATION
CAVITY DRAINAGE MATERIAL
ELEV = 359'-0"
ELEV = 333'-6"
ELEV = 359'-0"
TS 3 1/2"x 3 1/2" BEYOND SEE STRUCT DWGS
ALTERNATE 05
MG
A50
1VE
RTIC
AL
DETA
ILSSh
eet
1"=1
'-0"
706
MO
UN
TFO
RD A
VEN
UE
RALE
IGH
NO
RTH
CA
ROLIN
A 2
7603
919
829
9464
fa
csim
ile 9
19 8
29 2
202
Draw
nDa
teSc
ale
Job
No.
Che
cked
FH
FRA
NK
HA
RMO
NA
RCH
ITEC
T PA
0801
5A601
A60112
04 0
6 09
BID DOCUMENTS AIA
NC
Cen
ter f
or A
rchi
tect
ure
and
Desig
nW
AKE
CO
UN
TY, N
C
B
A
HEAD FLASHING
HEAD FLASHING
MECHANICAL DUCT
DOMESTIC WATER
AC
1/2"
5A205
NORTH WALL @ roof1" = 1'-0"2SOUTH EAVE/WALL
1" = 1'-0"4
SOUTH WALL 1" = 1'-0"3
NORTH WALL 1" = 1'-0"1
1'-4"
11 14"
5 3/8"
5 3/8"
12" DIAMETER GALVANIZED STEEL GUTTER WITH BRACKETS @ 4'-0" OC SEE 7/A205
TWO LAYERS OF 1 1/2" RIGID INSULATION
METAL ROOFING SYSTEM BEYOND
GYP BD BEYOND
METAL ROOFING SYSTEM BEYOND
1 1/2" RIGID INSULATION
METAL ROOFING SYSTEM
METAL ROOFING SYSTEM ON SLIP SHEET AND BUILDING PAPER
6" RIGID INSULATION WITH 5/8" NAILER ON TOP SURFACE
ALUMINUM STOREFRONT
ALUMINUM SILL
WOOD SIDING
AIR SPACE
1/2" FIRE RETARDANT SHEATHING
6" METAL STUDS 16" OC
BATT INSULATION
5/8" GYP BD
WOOD BASE
SEE STRUCTURAL DWGS
FLASHINGROLLER SHADE BY OWNER
5/8" GYP BOARD CEILING WHERE SHOWN
MESH FOR SPRAY INSULATION
5/8" GYP BD ON 1 1/2" METAL HAT CHANNELS @ 24" OC
1 1/2" METAL HAT CHANNELS @ 24"
SEE STRUCTURAL DWGS
WINDOW BEYOND
EXPANDED METAL CEILING ALT 05
11" DIAMETER GUTTER SLIP CONNECTION TO ALLOW FOR ROOF DEFLECTION
12" DIAMETER GALVANIZED STEEL DOWNSPOUT, SEE 8/A205
STEEL COLUMN BEYOND - PAINTED
BUILDING PAPER
ROOFING SYSTEM ON UNDERLAYMENT AND SLIP SHEET
1/4" BENT PLATE WITH 2X BLOCKING CONTINUOUS
WRAP WINDOW OPENING HEAD, SILL AND JAMBS WITH FLEXIBLE FLASHING
1" RIGID INSULATION
4 1/2" CONCRETE SLAB ON METAL DECK
4 1/2" CONC SLAB ON METAL DECK
CEMENTITIOUS PANELS - SEE REFLECTED CEILING PLAN FOR LAYOUT
TS 3 1/2"x 3 1/2" TYP - SEE STRUCTURAL S17
1/2" STEEL CLOSURE PLATE @ CEILING WEB INTERSECTION - TYP
1/2" STEEL CLOSURE PLATE @ CEILING WEB INTERSECTION - TYP
CONTINUOUS STAINLESS STEEL GUTTER LINER
CAVITY DRAINAGE MATERIAL
WIDTH OF WINDOW
1 1/2"
B
5/8" GYP BD
WOOD TRIM @ WINDOW JAMB BEYOND
ELEV = 359'-0"
OPERABLE WINDOW
ACOUSTIC TREATMENT ALT 11
STEEL CONNECTOR PLATE SEE STRUCT DRAWINGS
STEEL CONNECTOR PLATE SEE STRUCT DRAWINGS
TS 3x3 SEE STRUCT DWGS, S17
MG
A50
2VE
RTIC
AL
DETA
ILSSh
eet
1"=1
'-0"
706
MO
UN
TFO
RD A
VEN
UE
RALE
IGH
NO
RTH
CA
ROLIN
A 2
7603
919
829
9464
fa
csim
ile 9
19 8
29 2
202
Draw
nDa
teSc
ale
Job
No.
Che
cked
FH
FRA
NK
HA
RMO
NA
RCH
ITEC
T PA
0801
5A601
04 0
6 09
BID DOCUMENTS AIA
NC
Cen
ter f
or A
rchi
tect
ure
and
Desig
nW
AKE
CO
UN
TY, N
C
A B
C A
SOUTH WALL 1" = 1'-0"1 NORTH WALL
1" = 1'-0"2
NORTH WALL @ foundation wall 1" = 1'-0"3SOUTH WALL @ foundation wall
1" = 1'-0"4
5 3/8"
1'-4"
1'-4" 5 3/8"
6"
1'-0"
2"
METAL ROOFING SYSTEM
SEE STRUCTURAL DWGS
FLASHING
EXPANDED METAL CEILING ALT 05
COLUMN BEYOND
ALUMINUM STOREFRONT
PRECAST CONCRETE PAVERS
WATERPROOFING
2" RIGID INSULATION
PIER BEYOND - SEE STRUCTURAL
MECHANICAL DUCT
18" DRAINAGE COURSE
HVAC GRILL BETWEEN COLUMNS
VAPOR BARRIER
FLASHING ALUMINUM STOREFRONT
HVAC GRILL BETWEEN COLUMNS
6" CONCRETE SLAB
COLUMN BEYOND
5/8" GYP BOARD1 1/2" METAL FRAMING HAT CHANNEL @ 24" O.C.
CEMENTITIOUS PANEL
METAL ROOFING SYSTEM ON 5/8" FIRE RETARDANT DECK
LIGHT GAGE METAL FRAMING
L 4 x 3 x 1/4 GALV CONTINUOUS EDGE OF SLAB
4 1/2" CONC. SLAB ON METAL DECK
1" RIGID INSULATION
L 4 x 3 x 1/4 x GALV CONTINUOUS SLAB EDGE
6" CONCRETE SLAB
1 1/2" RIGID INSULATION
CONCRETE WALL
1 1/2" RIGID INSULATION
4 1/2" CONC. SLAB ON METAL DECK
ROLLER SHADE BY OWNER
DOMESTIC WATER
STEEL CONNECTOR PLATE
STEEL CONNECTOR PLATEHEAD FLASHING
WRAP ENTIRE OVERHANG WITH ICE + WATER GUARD
FLASHING
FLASHING
SILL
DAMPROOFING
RIGID INSULATION
SILL
CURTAIN TRACK BY OWNER
5/8" GYP BD5/8" GYP BD
MILLWORK WHERE SHOWN
3/8"x1 3/4" STEEL BAR
ELEV = 347'-6"
ELEV = 333'-6"
ELEV = 359'-0"
ACOUSTIC TREATMENT ALT 11
MG
A50
3VE
RTIC
AL
DETA
ILSSh
eet
1"=1
'-0"
706
MO
UN
TFO
RD A
VEN
UE
RALE
IGH
NO
RTH
CA
ROLIN
A 2
7603
919
829
9464
fa
csim
ile 9
19 8
29 2
202
Draw
nDa
teSc
ale
Job
No.
Che
cked
FH
FRA
NK
HA
RMO
NA
RCH
ITEC
T PA
0801
04 0
6 09
BID DOCUMENTS AIA
NC
Cen
ter f
or A
rchi
tect
ure
and
Desig
nW
AKE
CO
UN
TY, N
C
0111
9A440
EAST WALL @ ROOF1" = 1'-0"
6A503
NOT USED1" = 1'-0" WEST WALL @ roof
1" = 1'-0"3
WEST WALL @ 3rd level 1" = 1'-0"2
WEST WALL @ basement level 1" = 1'-0"1NOT USED
1" = 1'-0"4EAST WALL@ storage1" = 1'-0"7
METAL CEILING DETAIL1" = 1'-0" refer 5/A2105
EAST WALL@ 3rd level1" = 1'-0"8
9
16'-0"
8"
CEMENTITIOUS PANEL ON 1 1/2" HAT CHANNELS ON TS 3 1/2"x 3 1/2" @ 24" O.C.
ALUM SILL
STEEL TUBE - SEE STRUCTURAL DWGS
WOOD BASE
1" RIGID INSULATION
SEE STRUCTURAL DWGS
STEEL TUBE - SEE STRUCTURAL DWGS
STOREFRONT
OUTSIDE EDGE OF RAKE BEAM
MESH FOR SPRAY INSULATION 212
A
2A205
FLASHING
STOREFRONT
STOREFRONT
FLASHING
2x8 RIPPED
A
3'-0
"2'
-9"
STEEL COLUMN BEYOND
5/8" GYP BD CEILING
5/8" GYP BD CEILING
STEEL DOOR ENCLOSURE - SEE A440
3'-6"
CAVITY DRAINAGE FABRIC
1/2" ANCHOR BOLTS 24" OC STAGGERED 2"
SEE STRUCTURAL DWGS
2x6 PT
1'-4"
A
1'-4"
1" RIGID INSULATION
6'-0
"
A
1x4 PT
ALUMINUM SILL
STEEL COLUMN BEYOND
STOREFRONT
CEMENTITIOUS PANEL ON 1 1/2" HAT CHANNEL @ 24" OC
5/8" GYP BD
MESH FOR SPRAY INSULATION
1x4 PT
STEEL TUBE - SEE STRUCTURAL DWGS
6"x6" POCKET FOR LIGHTING
1" RIGID INSULATION
CAVITY DRAINAGE MATERIAL
ELEV = 359'-0"
ELEV = 333'-6"
ELEV = 359'-0"
TS 3 1/2"x 3 1/2" BEYOND SEE STRUCT DWGS
ALTERNATE 05
