HomeMy WebLinkAboutCROWNE AT SUNIGA - FDP230023 - SUBMITTAL DOCUMENTS - ROUND 2 - Architectural DetailsFDC
FDC
GAS METERS
GAS METERS
GAS METER
GA S METE RS
GA
S MET
E
R
S
GA
S
M
E
T
E
R
S
GAS METERS
GA
S
M
E
T
E
R
S
GAS METERS
GA
S
M
E
T
E
R
S
GA
S
M
E
T
E
R
S
F. D. C.
F.
D
.
C
.
F.
D
.
C
.
F. D. C.
F . D . C .
BLDG 5000
3 STORIES
FFE: 58.47'
BLDG 6000
3 STORIES
FFE: 56.12'
BLDG 3000
3 STORIES
FFE: 56.69'
BLDG 1000
3 STORIES
FFE: 59.58'BLDG 2000
3 STORIES
FFE: 59.22'
BLDG 4000
3 STORIES
FFE: 57.88'N LEMAY AVENUEE SUNIGA ROAD
LI
N
D
E
N
M
E
I
E
R
R
D
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
P
R
O
P
E
R
T
Y
L
I
N
EPROPERTY LINE15' SETBACK LINE
1
5
'
S
E
T
B
A
C
K
L
I
N
E15' SETBACK LINE15
'
S
E
T
B
A
C
K
L
I
N
E
9' SETBACK LINE
PROPERTY LINE
30
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
CARPORT
9 STALLS
CARPORT
12 STALLS
EVEVEVEV EVEVEVEV
EV
EV
EV
EV EV EV
EVEVEVEV
EV
EV
EV
EV
EV
EV
EV
E
V
E
V
EV
EV
EV
EV
E
V
EV
EV
EV
EV
E
V
E
V
E
V
EV
EV
EV
EV
E
V
30' UTILITY EASEMENT
CARPORT
9 STALLS
14
'
-
8
"
14
'
-
8
"
33
'
-
1
0
3
/
4
"
LEASING
FITNESS
MAIL /
PACKAGE
DOG
WASH
CLUB
(2 STORY)
MAINT.
GARAGE
POOL
EQUIP.POOL
COURTYARD
DOG
PARK
SITE PLAN LEGEND
PROPERTY BOUNDARY
SETBACK
EASEMENT
CONCRETE WALK
BIKE RACK
COVERED PARKING
TYPE A UNIT
PARKING COUNT
STANDARD 265
COMPACT 90
PARALLEL 21
HANDICAP 11
GARAGE 35
EV(5%): 44
EV HANDICAP: 6
TOTAL 452
PARKING REQUIRED: 449
COVERED 30
20' - 0" 40' - 0" 80' - 0"0"
N
EW
S
1" = 40'-0"
1 ARCHITECTURAL SITE PLAN
C
d
w
e
l
l
d
e
s
i
g
n
s
t
u
d
i
o
-
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: 770.864.1035
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
01/13/21
NOT FOR CONSTRUCTION4/
9
/
2
0
2
4
6
:
3
3
:
4
8
P
M
C
:
\
U
s
e
r
s
\
h
p
a
g
e
l
\
D
o
c
u
m
e
n
t
s
\
R
e
v
i
t
\
22
2
7
5
0
1
_
C
r
o
w
n
e
_
F
o
r
t
C
o
l
l
i
n
s
_
R
2
2
_
h
p
a
g
e
l
5
U
T
R
2
.
r
v
t
A00.16
MH/CS/JK GW
2227501
ARCHITECTURAL
SITE PLAN
CR
O
W
N
E
A
T
S
U
N
I
G
A
SU
N
I
G
A
R
O
A
D
A
N
D
L
E
M
A
Y
A
V
E
,
FO
R
T
C
O
L
L
I
N
S
,
C
O
,
8
0
5
2
4
50% CONSTRUCTION
DOCUMENTS
06/01/2023 SCHEMATIC DESIGN X
02/28/2024 DESIGN DEVELOPMENT X
04/10/2024 50% CONSTRUCTION DOCUMENTS X
DATE DESCRIPTION REV
FDC
GA
S
M
E
T
E
R
S
GAS METERS
F. D. C.
ELEV.
A05.01
3
A05.01 4
222' - 9 3/4"
STO.
BIKE
JAN.
CORRIDOR
FIRE
RISER
2-YARD TRASH BINS (x3)
TRASH COMPACTOR (x1)
3-YARD RECYCLING
BIN. (x1)
SIZE: 50" x 83" x 66"
17
8
'
-
1
1
1
2
7
/
1
2
8
"
ELEC.MECH.
STO.
STO.
STO.
STAIR 1002
GARAGE
GARAGE
GARAGE
GARAGE GARAGE GARAGE GARAGE GARAGE
GARAGE
ST
A
I
R
1
0
0
1
TRASH
ELEV. LOBBY
STORAGE
TRASH DROP
73' - 5"
96
'
-
1
1
3
/
8
"
2
4' -
8
"
144' - 4 3/8"
5'
-
0
"
1
A06.00
9' - 0 1/4"9' - 5 1/4"
MECH.
2
A06.00
6' - 0"
6'
-
0
"
1
A06.01
1
A06.01
2
A06.01
2
A06.01
3
A06.01
3
A06.01
B1
A04.09
A1
A04.31
B1
A04.09B2
A04.10
B1
A04.09
A2
A04.02
B1
A04.09
C1
A04.16
A3
A04.03
A3
A04.03
3
A06.00
A03.20
1
A03.21
1
A03.41
1
WB1
070
WB1
070
WB1
070
WB1
070
WB1
021
WB1
021
FB
020
FB
020
1"
STORAGE
1"
73
'
-
5
"
B3
A04.12
A03.74
1
B3W
A04.13
215' - 3"
C1-HC
A04.22
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS NOTED
OTHERWISE.
2. PROVIDE PRESSURE TREATED SILL PLATES WITH SILL SEALER AT ALL
GROUND FLOOR WALLS.
3. ALL FRAMING IS 2X4 WOOD STUD FRAMING WITH SPACING PER
STRUCTURAL REQUIREMENTS, UNLESS NOTED OTHERWISE ON
PLANS.
4. ALL TENANT SEPARATION WALLS ARE 1-HOUR RATED PER UL# U341.
5. ALL CORRIDOR WALLS ARE 1-HOUR RATED PER UL#.
6. ALL DOORS & WINDOW OPENINGS INTO CORRIDORS TO BE RATED
PER IBC 716.2.
7. SEE A0 SHEETS FOR LOCATION OF 1-HOUR EXTERIOR LOAD BEARING
WALLS.
8. REFER TO SHEET A## FOR PARTITION DETAILS AND A## FOR
FLOOR/CEILING ASSEMBLIES.
9. LOCATIONS OF FOUNDATIONS, RETAINING, AND STEM WALLS TO BE
COORDINATED WITH CIVIL DRAWINGS.
BUILDING PLAN NOTES
1/8" = 1'-0"
1 BUILDING 1000 - LEVEL 1
N
EW
S
KEY PLAN
BLDG 1000
C
d
w
e
l
l
d
e
s
i
g
n
s
t
u
d
i
o
-
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: 770.864.1035
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
01/13/21
NOT FOR CONSTRUCTION4/
9
/
2
0
2
4
6
:
3
3
:
5
4
P
M
C
:
\
U
s
e
r
s
\
h
p
a
g
e
l
\
D
o
c
u
m
e
n
t
s
\
R
e
v
i
t
\
22
2
7
5
0
1
_
C
r
o
w
n
e
_
F
o
r
t
C
o
l
l
i
n
s
_
R
2
2
_
h
p
a
g
e
l
5
U
T
R
2
.
r
v
t
A02.11
MH/CS/JK GW
2227501
BUILDING 1000
FLOOR PLAN -
LEVEL 1
CR
O
W
N
E
A
T
S
U
N
I
G
A
SU
N
I
G
A
R
O
A
D
A
N
D
L
E
M
A
Y
A
V
E
,
FO
R
T
C
O
L
L
I
N
S
,
C
O
,
8
0
5
2
4
50% CONSTRUCTION
DOCUMENTS
06/01/2023 SCHEMATIC DESIGN X
02/28/2024 DESIGN DEVELOPMENT X
04/10/2024 50% CONSTRUCTION DOCUMENTS
DATE DESCRIPTION REV
FDC
GA
S
M
E
T
E
R
S
GAS METERS
ELEV.
A05.02
3
A05.02
1
A05.02 4
BIKE
JAN.
CORRIDOR
2-YARD TRASH BINS (x3)
TRASH COMPACTOR (x1)
3-YARD RECYCLING BIN. (x1)
SIZE: 50" x 83" x 66"
STAIR 2001
STAIR 2002
STO.STO.STO.
TRASH
GARAGE GARAGE
GARAGE GARAGE
STO.STO.MECH.
ELEC.
STO.
STO.
STO.
GARAGE
GARAGE
GARAGE
GARAGE
GARAGE
ELEV. LOBBY
TRASH DROP
73' - 5"
217' - 7"
STOR.
FIRE
RISER
MECH.
17
9
'
-
0
"
1
A06.02
1
A06.02
2
A06.02
2
A06.02
3
A06.02
3
A06.02
153' - 5"
C1
A04.16
B1
A04.09
A2
A04.02
B1
A04.09
B1
A04.09
B1
A04.09
C1
A04.16
A03.21
1
A03.20
1
A03.41
1
WB1
070
WB1
070
WB1
070
WO1
021
WB1
031 WB1
021
STORAGE
1"
6'
-
0
"
8' - 11 1/4"
B2W
A04.11
36' - 8"1"36' - 8"
11
4
'
-
3
6
5
/
1
2
8
"
B3
A04.12
6' - 0"
A03.75
2
A03.75
1
A03.75
3
A3
A04.03
A3
A04.03
A2
A04.02
B3-HC
A04.21
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS NOTED
OTHERWISE.
2. PROVIDE PRESSURE TREATED SILL PLATES WITH SILL SEALER AT ALL
GROUND FLOOR WALLS.
3. ALL FRAMING IS 2X4 WOOD STUD FRAMING WITH SPACING PER
STRUCTURAL REQUIREMENTS, UNLESS NOTED OTHERWISE ON
PLANS.
4. ALL TENANT SEPARATION WALLS ARE 1-HOUR RATED PER UL# U341.
5. ALL CORRIDOR WALLS ARE 1-HOUR RATED PER UL#.
6. ALL DOORS & WINDOW OPENINGS INTO CORRIDORS TO BE RATED
PER IBC 716.2.
7. SEE A0 SHEETS FOR LOCATION OF 1-HOUR EXTERIOR LOAD BEARING
WALLS.
8. REFER TO SHEET A## FOR PARTITION DETAILS AND A## FOR
FLOOR/CEILING ASSEMBLIES.
9. LOCATIONS OF FOUNDATIONS, RETAINING, AND STEM WALLS TO BE
COORDINATED WITH CIVIL DRAWINGS.
BUILDING PLAN NOTES
1/8" = 1'-0"
1 BUILDING 2000 - LEVEL 1
KEY PLAN
BLDG 2000
N
EW
S
C
d
w
e
l
l
d
e
s
i
g
n
s
t
u
d
i
o
-
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: 770.864.1035
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
01/13/21
NOT FOR CONSTRUCTION4/
9
/
2
0
2
4
6
:
3
4
:
0
0
P
M
C
:
\
U
s
e
r
s
\
h
p
a
g
e
l
\
D
o
c
u
m
e
n
t
s
\
R
e
v
i
t
\
22
2
7
5
0
1
_
C
r
o
w
n
e
_
F
o
r
t
C
o
l
l
i
n
s
_
R
2
2
_
h
p
a
g
e
l
5
U
T
R
2
.
r
v
t
A02.21
MH/CS/JK GW
2227501
BUILDING 2000
FLOOR PLAN -
LEVEL 1
CR
O
W
N
E
A
T
S
U
N
I
G
A
SU
N
I
G
A
R
O
A
D
A
N
D
L
E
M
A
Y
A
V
E
,
FO
R
T
C
O
L
L
I
N
S
,
C
O
,
8
0
5
2
4
50% CONSTRUCTION
DOCUMENTS
06/01/2023 SCHEMATIC DESIGN X
02/28/2024 DESIGN DEVELOPMENT X
04/10/2024 50% CONSTRUCTION DOCUMENTS
DATE DESCRIPTION REV
FDC
GAS METER
F.
D
.
C
.
67"
A05.03 4
ELEV.ELEC.
MECH.
BIKE
CO
R
R
I
D
O
R
2-YARD TRASH BINS (x3)
TRASH COMPACTOR (x1)
3-YARD RECYCLING BIN. (x1)
SIZE: 50" x 83" x 66"
GARAGE
GARAGE
GARAGE
GARAGE
ELEV. LOBBY
STAIR 3001
TRASH
JAN.
18
8
'
-
4
"
GARAGE
TRASH DROP MECH.
1
A06.03
2
A06.03
2
A06.03
5'
-
9
"
A6
C1
A04.16
A2
A04.02
B1
A04.09
A03.22
1
A03.22
1
A03.50
1
WB1
080
WB1
070
WB1
041
WB1
031
1"
FIRE RISER
STORAGE
STAIR 3002
1"
12
'
-
5
1
/
2
"
1' - 10 1/4"
C1-HC
A04.22
B3.1
A04.12
A05.03 4 18
8
'
-
4
"
ELEV.
CO
R
R
I
D
O
R
STAIR 3001
STOR.
ELEV. LOBBY
ELEC.
MECH.MECH.
1
A06.03
2
A06.03
2
A06.03
13' - 9"
C1
A04.16
B1
A04.09
A5
A04.05
A2
A04.02
C1
A04.16
B4
A04.14
B1
A04.09
A2
A04.02
B3
A04.12
A03.22
2
A03.22
2
A03.50
2
WB1
070
WB1
070
WB1
080
WB1
070
WB1
041
WB1
021
WB1
041
STAIR 3002
A2
A04.02
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS NOTED
OTHERWISE.
2. PROVIDE PRESSURE TREATED SILL PLATES WITH SILL SEALER AT ALL
GROUND FLOOR WALLS.
3. ALL FRAMING IS 2X4 WOOD STUD FRAMING WITH SPACING PER
STRUCTURAL REQUIREMENTS, UNLESS NOTED OTHERWISE ON
PLANS.
4. ALL TENANT SEPARATION WALLS ARE 1-HOUR RATED PER UL# U341.
5. ALL CORRIDOR WALLS ARE 1-HOUR RATED PER UL#.
6. ALL DOORS & WINDOW OPENINGS INTO CORRIDORS TO BE RATED
PER IBC 716.2.
7. SEE A0 SHEETS FOR LOCATION OF 1-HOUR EXTERIOR LOAD BEARING
WALLS.
8. REFER TO SHEET A## FOR PARTITION DETAILS AND A## FOR
FLOOR/CEILING ASSEMBLIES.
9. LOCATIONS OF FOUNDATIONS, RETAINING, AND STEM WALLS TO BE
COORDINATED WITH CIVIL DRAWINGS.
BUILDING PLAN NOTES
1/8" = 1'-0"
1 BUILDING 3000 - LEVEL 1
1/8" = 1'-0"
2 BUILDING 3000 - LEVEL 2
KEY PLAN
BLDG 3000
N
EW
S
N
EW
S
C
d
w
e
l
l
d
e
s
i
g
n
s
t
u
d
i
o
-
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: 770.864.1035
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
01/13/21
NOT FOR CONSTRUCTION4/
9
/
2
0
2
4
6
:
3
4
:
0
7
P
M
C
:
\
U
s
e
r
s
\
h
p
a
g
e
l
\
D
o
c
u
m
e
n
t
s
\
R
e
v
i
t
\
22
2
7
5
0
1
_
C
r
o
w
n
e
_
F
o
r
t
C
o
l
l
i
n
s
_
R
2
2
_
h
p
a
g
e
l
5
U
T
R
2
.
r
v
t
A02.31
MH/CS/JK GW
2227501
BUILDING 3000
FLOOR PLANS
-LEVELS 1 & 2
CR
O
W
N
E
A
T
S
U
N
I
G
A
SU
N
I
G
A
R
O
A
D
A
N
D
L
E
M
A
Y
A
V
E
,
FO
R
T
C
O
L
L
I
N
S
,
C
O
,
8
0
5
2
4
50% CONSTRUCTION
DOCUMENTS
06/01/2023 SCHEMATIC DESIGN X
02/28/2024 DESIGN DEVELOPMENT X
04/10/2024 50% CONSTRUCTION DOCUMENTS
DATE DESCRIPTION REV
FDC
GAS METERS
GAS METERS
RE
F
.
RE
F
.
F. D. C.
67"
67"
ELEV.CLUBROOM
A05.04
1
A05.04
3
A05.04 4
SNOW STORAGE
FIRE
RISER
JAN.
CORRIDOR
73
'
-
5
"
2-YARD TRASH BINS (x3)
TRASH COMPACTOR (x1)
3-YARD RECYCLING BIN. (x1)
SIZE: 50" x 83" x 66"
17
9
'
-
1
"
STAIR 4001
GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE
DOG WASH TRASH
ELEC.MECH.
ELEV. LOBBY
STAIR 4002
BIKE
PACKAGE
STORAGE
TRASH DROP
98
'
-
1
3
/
8
"
6'
-
0
1
/
2
5
6
"
9' - 6"
4.5
B1
A04.09
B1
A04.09
STOR.STOR.MECH.
MECH.
YOGA ROOM
OFFICEOFFICE
FITNESS
37' - 10"
4
'
-
0
"
B2W
A04.11
A3
A04.03
A3
A04.03
MECH.
MECH.
MECH.
2
A06.04
1
A06.04
3
A06.04
BREAK RM.
LEASING
WOMEN'S RR
MEN'S RR
191'-3 3/8"
A03.20
1
A03.21
1
A03.41
1
WB1
031
WB1
070
WB1
070
4
A06.04
C1
A04.16
B3
A04.12
MAIL ROOM MAIL ROOM
A2
A04.02
A2
A04.02
A2
A04.02
A2-HC
A04.20
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS NOTED
OTHERWISE.
2. PROVIDE PRESSURE TREATED SILL PLATES WITH SILL SEALER AT ALL
GROUND FLOOR WALLS.
3. ALL FRAMING IS 2X4 WOOD STUD FRAMING WITH SPACING PER
STRUCTURAL REQUIREMENTS, UNLESS NOTED OTHERWISE ON
PLANS.
4. ALL TENANT SEPARATION WALLS ARE 1-HOUR RATED PER UL# U341.
5. ALL CORRIDOR WALLS ARE 1-HOUR RATED PER UL#.
6. ALL DOORS & WINDOW OPENINGS INTO CORRIDORS TO BE RATED
PER IBC 716.2.
7. SEE A0 SHEETS FOR LOCATION OF 1-HOUR EXTERIOR LOAD BEARING
WALLS.
8. REFER TO SHEET A## FOR PARTITION DETAILS AND A## FOR
FLOOR/CEILING ASSEMBLIES.
9. LOCATIONS OF FOUNDATIONS, RETAINING, AND STEM WALLS TO BE
COORDINATED WITH CIVIL DRAWINGS.
BUILDING PLAN NOTES
1/8" = 1'-0"
1 BUILDING 4000 - LEVEL 1
KEY PLAN
B L D G 4 0 0 0
N
E
W
S
C
d
w
e
l
l
d
e
s
i
g
n
s
t
u
d
i
o
-
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: 770.864.1035
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
01/13/21
NOT FOR CONSTRUCTION4/
9
/
2
0
2
4
6
:
3
4
:
1
3
P
M
C
:
\
U
s
e
r
s
\
h
p
a
g
e
l
\
D
o
c
u
m
e
n
t
s
\
R
e
v
i
t
\
22
2
7
5
0
1
_
C
r
o
w
n
e
_
F
o
r
t
C
o
l
l
i
n
s
_
R
2
2
_
h
p
a
g
e
l
5
U
T
R
2
.
r
v
t
A02.41
MH/CS/JK GW
2227501
BUILDING 4000
FLOOR PLAN -
LEVEL 1
CR
O
W
N
E
A
T
S
U
N
I
G
A
SU
N
I
G
A
R
O
A
D
A
N
D
L
E
M
A
Y
A
V
E
,
FO
R
T
C
O
L
L
I
N
S
,
C
O
,
8
0
5
2
4
50% CONSTRUCTION
DOCUMENTS
06/01/2023 SCHEMATIC DESIGN X
02/28/2024 DESIGN DEVELOPMENT X
04/10/2024 50% CONSTRUCTION DOCUMENTS
DATE DESCRIPTION REV
FDC
GA
S
M
E
T
E
R
S
GA
S
M
E
T
E
R
S
F. D. C.
ELEV.
A05.05
3
A05.052A05.05 4
FIRE RISER
STOR.
RISER
JAN.
BIKE
CORRIDOR
2-YARD TRASH BINS (x3)
TRASH COMPACTOR (x1)
3-YARD RECYCLING BIN. (x1)
SIZE: 50" x 83" x 66"
STAIR 5001
ELEC.MECH.
ELEV. LOBBY
GARAGE
GARAGE
GARAGE
ELEC.
TRASH
STORAGE
TRASH DROP
(COMPACT)
STAIR 5002
259' - 4"
12
4
'
-
1
1
1
/
2
"
48
'
-
3
3
/
8
"
24'
- 7 3/4
"
102' - 5 3/4"
73' - 5"73' - 5"
47
'
-
1
3
/
8
"
24'
-
7
3
/
4
"
MECH.
B3
A04.12
B2W
A04.11
A2
A04.02
A2
A04.02
A2
A04.02
A2
A04.02
B3
A04.12B3
A04.12
B2W
A04.11
1
A06.05
1
A06.05
2
A06.05
3
A06.05
3
A06.05
B1
A04.09
B1
A04.09
B1
A04.09
B1
A04.09
A3
A04.03
A3
A04.03
A3
A04.03
A3
A04.03
243' - 10 1/128"
12
3
'
-
3
2
5
5
/
2
5
6
"
A03.22
1 A03.22
1
A03.41
1
WB1
070
WB1
070
WB1
070
WB1
070
WB1
031
WB1
041
WB1
070
12
'
-
5
1
/
2
"
STORAGE
B3-HC
A04.21
24' - 0"1"13' - 8 1/2"5 1/2"9' - 6 1/2"
A03.77
1
A03.77
2
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS NOTED
OTHERWISE.
2. PROVIDE PRESSURE TREATED SILL PLATES WITH SILL SEALER AT ALL
GROUND FLOOR WALLS.
3. ALL FRAMING IS 2X4 WOOD STUD FRAMING WITH SPACING PER
STRUCTURAL REQUIREMENTS, UNLESS NOTED OTHERWISE ON
PLANS.
4. ALL TENANT SEPARATION WALLS ARE 1-HOUR RATED PER UL# U341.
5. ALL CORRIDOR WALLS ARE 1-HOUR RATED PER UL#.
6. ALL DOORS & WINDOW OPENINGS INTO CORRIDORS TO BE RATED
PER IBC 716.2.
7. SEE A0 SHEETS FOR LOCATION OF 1-HOUR EXTERIOR LOAD BEARING
WALLS.
8. REFER TO SHEET A## FOR PARTITION DETAILS AND A## FOR
FLOOR/CEILING ASSEMBLIES.
9. LOCATIONS OF FOUNDATIONS, RETAINING, AND STEM WALLS TO BE
COORDINATED WITH CIVIL DRAWINGS.
BUILDING PLAN NOTES
1/8" = 1'-0"
1 BUILDING 5000 - LEVEL 1
N
EW
S
KEY PLAN
BLDG 5000
C
d
w
e
l
l
d
e
s
i
g
n
s
t
u
d
i
o
-
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: 770.864.1035
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
01/13/21
NOT FOR CONSTRUCTION4/
9
/
2
0
2
4
6
:
3
4
:
1
9
P
M
C
:
\
U
s
e
r
s
\
h
p
a
g
e
l
\
D
o
c
u
m
e
n
t
s
\
R
e
v
i
t
\
22
2
7
5
0
1
_
C
r
o
w
n
e
_
F
o
r
t
C
o
l
l
i
n
s
_
R
2
2
_
h
p
a
g
e
l
5
U
T
R
2
.
r
v
t
A02.51
MH/CS/JK GW
2227501
BUILDING 5000
FLOOR PLAN -
LEVEL 1
CR
O
W
N
E
A
T
S
U
N
I
G
A
SU
N
I
G
A
R
O
A
D
A
N
D
L
E
M
A
Y
A
V
E
,
FO
R
T
C
O
L
L
I
N
S
,
C
O
,
8
0
5
2
4
50% CONSTRUCTION
DOCUMENTS
06/01/2023 SCHEMATIC DESIGN X
02/28/2024 DESIGN DEVELOPMENT X
04/10/2024 50% CONSTRUCTION DOCUMENTS
DATE DESCRIPTION REV
FD
C
GAS METERS
GAS METERS
F.
D
.
C
.
ELEV.
A05.06
3
A05.06 2
A05.064A05.06 1
CORRID
OR
FIRE
RISER
2-YARD TRASH BINS (x3)
TRASH COMPACTOR (x1)
3-YARD RECYCLING BIN. (x1)
SIZE: 50" x 83" x 66"
GARAGE
ELEV. LOBBY
STAIR 6001
GARAGE
STAIR 6002
73' - 5"
132' - 6"
96
'
-
8
7
/
8
"
BIKE
TRASH DROP
BUILDING STORAGE
JANITOR
PASS THRU
ELEC.
MECH.
1
A06.06
2
A06.06
C1
A04.16
B1
A04.09
B1
A04.09
B1
A04.09
A2
A04.02
B3
A04.12
C1
A04.16
A03.21
1
A03.22
1
WB1
070
WB1
070
WB1
041
WB1
021
GARAGE HC
1"
10' - 3"
1"
A6
STORAGE
11' - 6 1/4"
8' - 3 5/8"
1' - 10 63/256"
A2-HC
A04.20
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS NOTED
OTHERWISE.
2. PROVIDE PRESSURE TREATED SILL PLATES WITH SILL SEALER AT ALL
GROUND FLOOR WALLS.
3. ALL FRAMING IS 2X4 WOOD STUD FRAMING WITH SPACING PER
STRUCTURAL REQUIREMENTS, UNLESS NOTED OTHERWISE ON
PLANS.
4. ALL TENANT SEPARATION WALLS ARE 1-HOUR RATED PER UL# U341.
5. ALL CORRIDOR WALLS ARE 1-HOUR RATED PER UL#.
6. ALL DOORS & WINDOW OPENINGS INTO CORRIDORS TO BE RATED
PER IBC 716.2.
7. SEE A0 SHEETS FOR LOCATION OF 1-HOUR EXTERIOR LOAD BEARING
WALLS.
8. REFER TO SHEET A## FOR PARTITION DETAILS AND A## FOR
FLOOR/CEILING ASSEMBLIES.
9. LOCATIONS OF FOUNDATIONS, RETAINING, AND STEM WALLS TO BE
COORDINATED WITH CIVIL DRAWINGS.
BUILDING PLAN NOTES
1/8" = 1'-0"
1 BUILDING 6000 - LEVEL 1
N
EW
S
KEY PLAN
BLDG 6000
C
d
w
e
l
l
d
e
s
i
g
n
s
t
u
d
i
o
-
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: 770.864.1035
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
01/13/21
NOT FOR CONSTRUCTION4/
9
/
2
0
2
4
6
:
3
4
:
2
4
P
M
C
:
\
U
s
e
r
s
\
h
p
a
g
e
l
\
D
o
c
u
m
e
n
t
s
\
R
e
v
i
t
\
22
2
7
5
0
1
_
C
r
o
w
n
e
_
F
o
r
t
C
o
l
l
i
n
s
_
R
2
2
_
h
p
a
g
e
l
5
U
T
R
2
.
r
v
t
A02.61
MH/CS/JK GW
2227501
BUILDING 6000
FLOOR PLAN -
LEVEL 1
CR
O
W
N
E
A
T
S
U
N
I
G
A
SU
N
I
G
A
R
O
A
D
A
N
D
L
E
M
A
Y
A
V
E
,
FO
R
T
C
O
L
L
I
N
S
,
C
O
,
8
0
5
2
4
50% CONSTRUCTION
DOCUMENTS
06/01/2023 SCHEMATIC DESIGN X
02/28/2024 DESIGN DEVELOPMENT X
04/10/2024 50% CONSTRUCTION DOCUMENTS
DATE DESCRIPTION REV
A03.804
A03.80
3
1"
/
1
2
"
2' - 0"27' - 0"27' - 0"27' - 0"2' - 0"
A03.804
A03.80
3
5'
-
0
3
/
4
"
14
'
-
1
1
1
/
4
"
2'
-
0
"
85' - 0"
22
'
-
0
"
MAINT. GARAGE
T.O.S. = 0' -0"
MAINT. GARAGE
T.O.S. = 0' -0"
2' - 0"27' - 0"27' - 0"2' - 0"
A03.80
7
2'
-
0
"
16
'
-
6
"
16
'
-
6
"
2'
-
0
"
58' - 0"
37
'
-
0
"
A03.808
1"
/
1
2
"
A03.80
7
A03.808
MAINT. GARAGE
T.O.S. = 0' -0"
MAINT. GARAGE
T.O.S. = 0' -0"
1/8" = 1'-0"
2 CARPORT 9 STALL - ROOF
1/8" = 1'-0"
1 CARPORT 9 STALL - LEVEL 1
1/8" = 1'-0"
4 CARPORT 9 STALL - SIDE ELEVATION
1/8" = 1'-0"
3 CARPORT 9 STALL - FRONT ELEVATION
1/8" = 1'-0"
5 CARPORT 12 STALL - LEVEL 1
1/8" = 1'-0"
6 CARPORT 12 STALL - ROOF
1/8" = 1'-0"
7 CARPORT 12 STALL - FRONT ELEVATION
1/8" = 1'-0"
8 CARPORT 12 STALL - SIDE ELEVATION
C
d
w
e
l
l
d
e
s
i
g
n
s
t
u
d
i
o
-
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: 770.864.1035
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
01/13/21
NOT FOR CONSTRUCTION4/
9
/
2
0
2
4
6
:
3
4
:
2
8
P
M
C
:
\
U
s
e
r
s
\
h
p
a
g
e
l
\
D
o
c
u
m
e
n
t
s
\
R
e
v
i
t
\
22
2
7
5
0
1
_
C
r
o
w
n
e
_
F
o
r
t
C
o
l
l
i
n
s
_
R
2
2
_
h
p
a
g
e
l
5
U
T
R
2
.
r
v
t
A03.80
Author Checker
2227501
CARPORTS -
PLANS AND
ELEVATIONS
CR
O
W
N
E
A
T
S
U
N
I
G
A
SU
N
I
G
A
R
O
A
D
A
N
D
L
E
M
A
Y
A
V
E
,
FO
R
T
C
O
L
L
I
N
S
,
C
O
,
8
0
5
2
4
50% CONSTRUCTION
DOCUMENTS
06/01/2023 SCHEMATIC DESIGN X
02/28/2024 DESIGN DEVELOPMENT X
04/10/2024 50% CONSTRUCTION DOCUMENTS X
DATE DESCRIPTION REV
6 7 "
67"
WORK
BENCH
RESTROOM
RESTROOM
POOL EQUIP.
CHEMICAL STORAGE
43' - 0"
20' - 2"3' - 7 1/2"11' - 0"8' - 2 1/2"
6' - 11 1/2"7' - 8 1/2"5' - 6"
20
'
-
0
"
4'
-
5
3
/
8
"
3'
-
4
1
/
2
"
12
'
-
2
1
/
8
"
16
'
-
3
"
3'
-
9
"
9'
-
1
0
1
/
4
"
10
'
-
1
3
/
4
"
20
'
-
0
"
2'
-
5
1
/
2
"
7'
-
4
3
/
4
"
7'
-
8
1
/
4
"
2'
-
5
1
/
2
"
MOP
SINK
WH
23' - 6 3/4"5' - 7 3/4"5' - 4 1/4"8' - 2 1/2"
2
A03.90
A03.90
4
A03.905
A03.90
3
A03.90 6
MAINT. GARAGE
TRUSS BEARING
10' -0"
MAINT. GARAGE
T.O.S. = 0' -0"
2
A03.90
2
A03.90
1/4" = 1'-0"
1 MAINTENANCE GARAGE
1/4" = 1'-0"
2 MAINT. GARAGE - SECTION
1/4" = 1'-0"
3 MAINT. GARAGE - EAST ELEVATION
1/4" = 1'-0"
4 MAINT. GARAGE - WEST ELEVATION
1/4" = 1'-0"
5 MAINT. GARAGE NORTH ELEVATION
1/4" = 1'-0"
6 MAINT. GARAGE - SOUTH ELEVATION
C
d
w
e
l
l
d
e
s
i
g
n
s
t
u
d
i
o
-
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: 770.864.1035
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
01/13/21
NOT FOR CONSTRUCTION4/
9
/
2
0
2
4
6
:
3
4
:
3
1
P
M
C
:
\
U
s
e
r
s
\
h
p
a
g
e
l
\
D
o
c
u
m
e
n
t
s
\
R
e
v
i
t
\
22
2
7
5
0
1
_
C
r
o
w
n
e
_
F
o
r
t
C
o
l
l
i
n
s
_
R
2
2
_
h
p
a
g
e
l
5
U
T
R
2
.
r
v
t
A03.90
Author Checker
2227501
MAINTENANCE
GARAGE -
PLANS,
ELEVATIONS,
& SECTION
CR
O
W
N
E
A
T
S
U
N
I
G
A
SU
N
I
G
A
R
O
A
D
A
N
D
L
E
M
A
Y
A
V
E
,
FO
R
T
C
O
L
L
I
N
S
,
C
O
,
8
0
5
2
4
50% CONSTRUCTION
DOCUMENTS
06/01/2023 SCHEMATIC DESIGN
02/28/2024 DESIGN DEVELOPMENT X
04/10/2024 50% CONSTRUCTION DOCUMENTS X
DATE DESCRIPTION REV
ISOMETRIC
PLAN VIEW
A
A
B
A
B
A
B
FINISH 'A' RETURNS
FINISH 'B'
A
A
B
B
A
EXTERIOR WALL RETURN
FINISH DIAGRAM
ISOMETRIC
PLAN VIEW
A
A
B
A
A
INTERIOR
EXTERIOR
INTERIOR
EXTERIOR
B
A
A
A
A
ISOMETRIC
PLAN VIEW
A
B
A
B
ROOF
EXTERIOR
A
A
A
B
B
A
A
C
C TPO, UNO
10
'
-
0
"
UN
O
NO.MATERIAL DESCRIPTION MANUFACTURER AND COLOR INFORMATION
MAS-02
MASONRY -STONE VENEER
MASONRY -BRICK
EL DORADO LIMESTONE -SAN MARINO
SUMMIT BRICK COMPANY -ALASKAN
MAS-01
MAS-03 MASONRY -BRICK SUMMIT BRICK COMPANY -BASALT
CPL-01 CEMENTITIOUS PANEL W/ REVEAL SPARE WHITE SW 6203
CPL-02 MINDFUL GRAY SW 7016
CPL-03 ACIER SW 9170
CPL-04 PORPOISE SW 7047
RF-01
ASPHALT SHINGLE ROOF CERTAIN TEED LANDMARK ASPHALT -GEORGETOWN GRAYRF-02
STANDING SEAM METAL ROOF MAC STANDING SEAM METAL ROOF -CHARCOAL GRAY
EXTERIOR FINISH LEGEND
CLS-01 CEMENTITIOUS LAP SIDING COLONNADE GRAY SW 7641
CLS-02 CEMENTITIOUS LAP SIDING WOODTONE SUMMER WHEAT, OR
MINWAX STAIN TO MATCH: OAKWOOD MW435
MTL-01 CORRUGATED METAL PANEL METALLIC GRAY
MTL-02 MAC METAL PANEL CHARCOAL GRAY
CPB-01 CEMENTITIOUS BOARD & BATTEN COLONNADE GRAY SW 7641
CPB-02 CEMENTITIOUS BOARD & BATTEN FELTED WOOL SW 9171
CEMENTITIOUS PANEL W/ REVEAL
CEMENTITIOUS PANEL W/ REVEAL
CEMENTITIOUS PANEL W/ REVEAL
C
d
w
e
l
l
d
e
s
i
g
n
s
t
u
d
i
o
-
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: 770.864.1035
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
01/13/21
NOT FOR CONSTRUCTION4/
9
/
2
0
2
4
6
:
3
4
:
3
9
P
M
C
:
\
U
s
e
r
s
\
h
p
a
g
e
l
\
D
o
c
u
m
e
n
t
s
\
R
e
v
i
t
\
22
2
7
5
0
1
_
C
r
o
w
n
e
_
F
o
r
t
C
o
l
l
i
n
s
_
R
2
2
_
h
p
a
g
e
l
5
U
T
R
2
.
r
v
t
A05.00
MH/CS/JK GW
2227501
ELEVATION
MATERIAL
LEGEND
CR
O
W
N
E
A
T
S
U
N
I
G
A
SU
N
I
G
A
R
O
A
D
A
N
D
L
E
M
A
Y
A
V
E
,
FO
R
T
C
O
L
L
I
N
S
,
C
O
,
8
0
5
2
4
50% CONSTRUCTION
DOCUMENTS
06/01/2023 SCHEMATIC DESIGN X
02/28/2024 DESIGN DEVELOPMENT X
04/10/2024 50% CONSTRUCTION DOCUMENTS X
DATE DESCRIPTION REV
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
10
'
-
0
3
/
8
"
10
'
-
7
7
/
8
"
11
'
-
8
5
/
8
"
RF-02RF-01 CPB-01CSL-01 MAS-01 CPL-01 MAS-03 CLS-02 MTL-01 CPL-02MTL-0250' - 6 1/4"50' - 6 1/4"
32
'
-
4
7
/
8
"
TO
T
A
L
V
E
R
T
I
C
A
L
H
E
I
G
H
T
51
'
-
1
1
/
2
"
BUILDING
ADDRESS
SIGNAGE BUILDING
ADDRESS
SIGNAGE
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
11
'
-
8
5
/
8
"
10
'
-
7
7
/
8
"
10
'
-
0
3
/
8
"
32
'
-
4
7
/
8
"
RF-01 CPL-01 MAS-03 CPB-01RF-02 CLS-02 CPL-03MTL-01CLS-02 MAS-01MTL-02
50' - 6 1/4"50' - 6 1/4"
TO
T
A
L
V
E
R
T
I
C
A
L
H
E
I
G
H
T
51
'
-
1
1
/
2
"
BUILDING
ADDRESS
SIGNAGE
NO.MATERIAL DESCRIPTION MANUFACTURER AND COLOR INFORMATION
MAS-02
MASONRY -STONE VENEER
MASONRY -BRICK
EL DORADO LIMESTONE -SAN MARINO
SUMMIT BRICK COMPANY -ALASKAN
MAS-01
MAS-03 MASONRY -BRICK SUMMIT BRICK COMPANY -BASALT
CPL-01 CEMENTITIOUS PANEL W/ REVEAL SPARE WHITE SW 6203
CPL-02 MINDFUL GRAY SW 7016
CPL-03 ACIER SW 9170
CPL-04 PORPOISE SW 7047
RF-01
ASPHALT SHINGLE ROOF CERTAIN TEED LANDMARK ASPHALT -GEORGETOWN GRAYRF-02
STANDING SEAM METAL ROOF MAC STANDING SEAM METAL ROOF -CHARCOAL GRAY
EXTERIOR FINISH LEGEND
CLS-01 CEMENTITIOUS LAP SIDING COLONNADE GRAY SW 7641
CLS-02 CEMENTITIOUS LAP SIDING WOODTONE SUMMER WHEAT, OR
MINWAX STAIN TO MATCH: OAKWOOD MW435
MTL-01 CORRUGATED METAL PANEL METALLIC GRAY
MTL-02 MAC METAL PANEL CHARCOAL GRAY
CPB-01 CEMENTITIOUS BOARD & BATTEN COLONNADE GRAY SW 7641
CPB-02 CEMENTITIOUS BOARD & BATTEN FELTED WOOL SW 9171
CEMENTITIOUS PANEL W/ REVEAL
CEMENTITIOUS PANEL W/ REVEAL
CEMENTITIOUS PANEL W/ REVEAL
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
10
'
-
0
3
/
8
"
10
'
-
7
7
/
8
"
11
'
-
8
5
/
8
"
CLS-01CPB-01 CPL-03MTL-01MAS-01 RF-01 CPL-02MTL-02RF-02MAS-03 50' - 6 1/4"
TO
T
A
L
V
E
R
T
I
C
A
L
H
E
I
G
H
T
51
'
-
1
1
/
2
"
32
'
-
4
7
/
8
"
BUILDING
ADDRESS
SIGNAGE
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
10
'
-
0
3
/
8
"
10
'
-
7
7
/
8
"
11
'
-
8
5
/
8
"
RF-02CPB-01 MTL-02CLS-01CLS-02MTL-01CPL-02 CPL-01 MAS-03 RF-01 MAS-01
50' - 6 1/4"
TO
T
A
L
V
E
R
T
I
C
A
L
H
I
E
G
H
T
51
'
-
1
1
/
2
"
32
'
-
4
7
/
8
"
BUILDING
ADDRESS
SIGNAGE
BUILDING
ADDRESS
SIGNAGE
3/32" = 1'-0"
3 BUILDING 1000 - SOUTH
3/32" = 1'-0"
1 BUILDING 1000 - NORTH
KEY PLAN
BLDG 1000
3/32" = 1'-0"
2 BUILDING 1000 - EAST
3/32" = 1'-0"
4 BUILDING 1000 - WEST
C
d
w
e
l
l
d
e
s
i
g
n
s
t
u
d
i
o
-
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: 770.864.1035
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
01/13/21
NOT FOR CONSTRUCTION4/
9
/
2
0
2
4
6
:
3
4
:
5
3
P
M
C
:
\
U
s
e
r
s
\
h
p
a
g
e
l
\
D
o
c
u
m
e
n
t
s
\
R
e
v
i
t
\
22
2
7
5
0
1
_
C
r
o
w
n
e
_
F
o
r
t
C
o
l
l
i
n
s
_
R
2
2
_
h
p
a
g
e
l
5
U
T
R
2
.
r
v
t
A05.01
MH/CS/JK GW
2227501
ELEVATIONS -
BUILDING 1000
CR
O
W
N
E
A
T
S
U
N
I
G
A
SU
N
I
G
A
R
O
A
D
A
N
D
L
E
M
A
Y
A
V
E
,
FO
R
T
C
O
L
L
I
N
S
,
C
O
,
8
0
5
2
4
50% CONSTRUCTION
DOCUMENTS
06/01/2023 SCHEMATIC DESIGN X
02/28/2024 DESIGN DEVELOPMENT X
04/10/2024 50% CONSTRUCTION DOCUMENTS X
DATE DESCRIPTION REV
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
MAS-01MTL-01 CPB-02 MTL-02RF-01 CLS-02CPL-3MAS-02CPL-04
11
'
-
8
5
/
8
"
10
'
-
7
7
/
8
"
10
'
-
0
3
/
8
"
32
'
-
4
7
/
8
"
TO
T
A
L
V
E
R
T
I
C
A
L
H
E
I
G
H
T
37
'
-
6
"
38' - 5"
BUILDING
ADDRESS
SIGNAGE
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
CPL-02 MAS-02MTL-02CLS-02 CPB-02MTL-02 MAS-01RF-01
10
'
-
0
3
/
8
"
10
'
-
7
7
/
8
"
11
'
-
8
5
/
8
"
32
'
-
4
7
/
8
"
BUILDING
ADDRESS
SIGNAGE
NO.MATERIAL DESCRIPTION MANUFACTURER AND COLOR INFORMATION
MAS-02
MASONRY -STONE VENEER
MASONRY -BRICK
EL DORADO LIMESTONE -SAN MARINO
SUMMIT BRICK COMPANY -ALASKAN
MAS-01
MAS-03 MASONRY -BRICK SUMMIT BRICK COMPANY -BASALT
CPL-01 CEMENTITIOUS PANEL W/ REVEAL SPARE WHITE SW 6203
CPL-02 MINDFUL GRAY SW 7016
CPL-03 ACIER SW 9170
CPL-04 PORPOISE SW 7047
RF-01
ASPHALT SHINGLE ROOF CERTAIN TEED LANDMARK ASPHALT -GEORGETOWN GRAYRF-02
STANDING SEAM METAL ROOF MAC STANDING SEAM METAL ROOF -CHARCOAL GRAY
EXTERIOR FINISH LEGEND
CLS-01 CEMENTITIOUS LAP SIDING COLONNADE GRAY SW 7641
CLS-02 CEMENTITIOUS LAP SIDING WOODTONE SUMMER WHEAT, OR
MINWAX STAIN TO MATCH: OAKWOOD MW435
MTL-01 CORRUGATED METAL PANEL METALLIC GRAY
MTL-02 MAC METAL PANEL CHARCOAL GRAY
CPB-01 CEMENTITIOUS BOARD & BATTEN COLONNADE GRAY SW 7641
CPB-02 CEMENTITIOUS BOARD & BATTEN FELTED WOOL SW 9171
CEMENTITIOUS PANEL W/ REVEAL
CEMENTITIOUS PANEL W/ REVEAL
CEMENTITIOUS PANEL W/ REVEAL
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
CPL-02 RF-01MAS-02MTL-02 CLS-02MAS-01 MTL-01
10
'
-
0
3
/
8
"
10
'
-
7
7
/
8
"
11
'
-
8
5
/
8
"
32
'
-
4
7
/
8
"
TO
T
A
L
V
E
R
T
I
C
A
L
H
E
I
G
H
T
37
'
-
6
"
BUILDING
ADDRESS
SIGNAGE
BUILDING
ADDRESS
SIGNAGE
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
CPB-02CPL-02CLS-02 MAS-01 MTL-02RF-01
MTL-01
10
'
-
0
3
/
8
"
10
'
-
7
7
/
8
"
11
'
-
8
5
/
8
"
MAS-01
TOTAL VERTICAL HEIGHT
37' - 6"
32' - 4 7/8"
BUILDING
ADDRESS
SIGNAGE
3/32" = 1'-0"
1 BLDG 2000 - NORTH
3/32" = 1'-0"
3 BLDG 2000 - SOUTH
KEY PLAN
BLDG 2000
3/32" = 1'-0"
2 BLDG 2000 - EAST
3/32" = 1'-0"
4 BLDG 2000 - WEST
C
d
w
e
l
l
d
e
s
i
g
n
s
t
u
d
i
o
-
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: 770.864.1035
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
01/13/21
NOT FOR CONSTRUCTION4/9/2024 6:35:08 PM
C:\Users\hpagel\Documents\Revit\2227501_Crowne_Fort Collins_R22_hpagel5UTR2.rvt
A05.02
MH/CS/JK GW
2227501
ELEVATIONS -
BUILDING 2000
CR
O
W
N
E
A
T
S
U
N
I
G
A
SU
N
I
G
A
R
O
A
D
A
N
D
L
E
M
A
Y
A
V
E
,
FO
R
T
C
O
L
L
I
N
S
,
C
O
,
8
0
5
2
4
50% CONSTRUCTION
DOCUMENTS
06/01/2023 SCHEMATIC DESIGN X
02/28/2024 DESIGN DEVELOPMENT X
04/10/2024 50% CONSTRUCTION DOCUMENTS X
DATE DESCRIPTION REV
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
11' - 8 5/8"
10' - 7 7/8"
10' - 0 3/8"
MAS-01 MTL-01CPB-02
TOTAL VERTICAL HEIGHT
37' - 7"
32' - 4 7/8"
JULIETTE BALCONYJULIETTE BALCONY
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
10' - 0 3/8"
10' - 7 7/8"
11' - 8 5/8"
MAS-01CPB-02 MTL-01MTL-02
TOTAL VERTICAL HEIGHT
37' - 7"
32' - 4 7/8"
NO.MATERIAL DESCRIPTION MANUFACTURER AND COLOR INFORMATION
MAS-02
MASONRY -STONE VENEER
MASONRY -BRICK
EL DORADO LIMESTONE -SAN MARINO
SUMMIT BRICK COMPANY -ALASKAN
MAS-01
MAS-03 MASONRY -BRICK SUMMIT BRICK COMPANY -BASALT
CPL-01 CEMENTITIOUS PANEL W/ REVEAL SPARE WHITE SW 6203
CPL-02 MINDFUL GRAY SW 7016
CPL-03 ACIER SW 9170
CPL-04 PORPOISE SW 7047
RF-01
ASPHALT SHINGLE ROOF CERTAIN TEED LANDMARK ASPHALT -GEORGETOWN GRAYRF-02
STANDING SEAM METAL ROOF MAC STANDING SEAM METAL ROOF -CHARCOAL GRAY
EXTERIOR FINISH LEGEND
CLS-01 CEMENTITIOUS LAP SIDING COLONNADE GRAY SW 7641
CLS-02 CEMENTITIOUS LAP SIDING WOODTONE SUMMER WHEAT, OR
MINWAX STAIN TO MATCH: OAKWOOD MW435
MTL-01 CORRUGATED METAL PANEL METALLIC GRAY
MTL-02 MAC METAL PANEL CHARCOAL GRAY
CPB-01 CEMENTITIOUS BOARD & BATTEN COLONNADE GRAY SW 7641
CPB-02 CEMENTITIOUS BOARD & BATTEN FELTED WOOL SW 9171
CEMENTITIOUS PANEL W/ REVEAL
CEMENTITIOUS PANEL W/ REVEAL
CEMENTITIOUS PANEL W/ REVEAL
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
10' - 0 3/8"
10' - 7 7/8"
11' - 8 5/8"
RF-01 CPB-02MTL-01CLS-02 CPL-02 MTL-02 CPL-03MAS-02
TOTAL VERTICAL HEIGHT
37' - 7"
32' - 4 7/8"
BUILDING
ADDRESS
SIGNAGE
BUILDING
ADDRESS
SIGNAGE
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
10' - 0 3/8"
10' - 7 7/8"
11' - 8 5/8"
CLS-02MTL-01 CPL-03 MAS-02MTL-02 CPL-02RF-01 CPS-02
TOTAL VERTICAL HEIGHT
37' - 7"
32' - 4 7/8"
BUILDING
ADDRESS
SIGNAGE
BUILDING
ADDRESS
SIGNAGE
3/32" = 1'-0"
1 BLDG 3000 - NORTH
3/32" = 1'-0"
3 BLDG 3000 - SOUTH
KEY PLAN
BLDG 3000
3/32" = 1'-0"
2 BLDG 3000 - EAST
3/32" = 1'-0"
4 BLDG 3000 - WEST
C
d
w
e
l
l
d
e
s
i
g
n
s
t
u
d
i
o
-
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: 770.864.1035
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
01/13/21
NOT FOR CONSTRUCTION4/9/2024 6:35:15 PM
C:\Users\hpagel\Documents\Revit\2227501_Crowne_Fort Collins_R22_hpagel5UTR2.rvt
A05.03
MH/CS/JK GW
2227501
ELEVATIONS -
BUILDING 3000
CR
O
W
N
E
A
T
S
U
N
I
G
A
SU
N
I
G
A
R
O
A
D
A
N
D
L
E
M
A
Y
A
V
E
,
FO
R
T
C
O
L
L
I
N
S
,
C
O
,
8
0
5
2
4
50% CONSTRUCTION
DOCUMENTS
06/01/2023 SCHEMATIC DESIGN X
02/28/2024 DESIGN DEVELOPMENT X
04/10/2024 50% CONSTRUCTION DOCUMENTS X
DATE DESCRIPTION REV
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
10' - 0 3/8"
10' - 7 7/8"
11' - 8 5/8"
RF-02 MAS-01RF-01 MTL-02 MTL-01CLS-02CPL-03 MAS-03CPL-01 CLS-01 CPB-01
51' - 5"
41' - 3"
TOTAL VERTICAL HEIGHT
50' - 5 1/2"
32' - 4 7/8"
4.5
BUILDING ADDRESS
SIGNAGE
BUILDING ADDRESS
SIGNAGE
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
10' - 0 3/8"
10' - 7 7/8"
11' - 8 5/8"
CLS-02CPL-03 MTL-01 CPB-01 CLS-01 CPB-01 MAS-03 RF-02 RF-01 MAS-01MTL-02
TOTAL VERTICAL HEIGHT
50' - 5 1/2"
32' - 4 7/8"
50' - 3 1/4"
4.5
BUILDING
ADDRESS
SIGNAGE
NO.MATERIAL DESCRIPTION MANUFACTURER AND COLOR INFORMATION
MAS-02
MASONRY -STONE VENEER
MASONRY -BRICK
EL DORADO LIMESTONE -SAN MARINO
SUMMIT BRICK COMPANY -ALASKAN
MAS-01
MAS-03 MASONRY -BRICK SUMMIT BRICK COMPANY -BASALT
CPL-01 CEMENTITIOUS PANEL W/ REVEAL SPARE WHITE SW 6203
CPL-02 MINDFUL GRAY SW 7016
CPL-03 ACIER SW 9170
CPL-04 PORPOISE SW 7047
RF-01
ASPHALT SHINGLE ROOF CERTAIN TEED LANDMARK ASPHALT -GEORGETOWN GRAYRF-02
STANDING SEAM METAL ROOF MAC STANDING SEAM METAL ROOF -CHARCOAL GRAY
EXTERIOR FINISH LEGEND
CLS-01 CEMENTITIOUS LAP SIDING COLONNADE GRAY SW 7641
CLS-02 CEMENTITIOUS LAP SIDING WOODTONE SUMMER WHEAT, OR
MINWAX STAIN TO MATCH: OAKWOOD MW435
MTL-01 CORRUGATED METAL PANEL METALLIC GRAY
MTL-02 MAC METAL PANEL CHARCOAL GRAY
CPB-01 CEMENTITIOUS BOARD & BATTEN COLONNADE GRAY SW 7641
CPB-02 CEMENTITIOUS BOARD & BATTEN FELTED WOOL SW 9171
CEMENTITIOUS PANEL W/ REVEAL
CEMENTITIOUS PANEL W/ REVEAL
CEMENTITIOUS PANEL W/ REVEAL
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
10' - 0 3/8"
10' - 7 7/8"
11' - 8 5/8"
RF-02 MAS-01RF-01 MTL-02 MTL-01CLS-02CPL-03 CPL-01 MAS-0351' - 5 1/4"
32' - 4 7/8"
TOTAL VERTICAL HEIGHT
50' - 5 1/2"
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
10' - 0 3/8"
10' - 7 7/8"
11' - 8 5/8"
RF-01 MAS-01 RF-02 CPB-01CLS-01 MTL-02 MTL-01 CLS-02CPL-03
FIRE
PLACE
32' - 4 7/8"
TOTAL VERTICAL HEIGHT
50' - 5 1/2"
50' - 3 81/256"
BUILDING
ADDRESS
SIGNAGE
3/32" = 1'-0"
1 BLDG 4000 - NORTH
3/32" = 1'-0"
3 BLDG 4000 - SOUTH
KEY PLAN
BLDG 4000
3/32" = 1'-0"
2 BLDG 4000 - EAST
3/32" = 1'-0"
4 BLDG 4000 - WEST
C
d
w
e
l
l
d
e
s
i
g
n
s
t
u
d
i
o
-
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: 770.864.1035
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
01/13/21
NOT FOR CONSTRUCTION4/9/2024 6:35:33 PM
C:\Users\hpagel\Documents\Revit\2227501_Crowne_Fort Collins_R22_hpagel5UTR2.rvt
A05.04
MH/CS/JK GW
2227501
ELEVATIONS -
BUILDING 4000
CR
O
W
N
E
A
T
S
U
N
I
G
A
SU
N
I
G
A
R
O
A
D
A
N
D
L
E
M
A
Y
A
V
E
,
FO
R
T
C
O
L
L
I
N
S
,
C
O
,
8
0
5
2
4
50% CONSTRUCTION
DOCUMENTS
06/01/2023 SCHEMATIC DESIGN X
02/28/2024 DESIGN DEVELOPMENT X
04/10/2024 50% CONSTRUCTION DOCUMENTS X
DATE DESCRIPTION REV
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
11' - 8 5/8"
10' - 7 7/8"
10' - 0 3/8"
MTL-01 MAS-01 CPB-02 CPL-03 CPL-02MTL-02 MAS-02RF-0141' - 0"
40' - 2 1/4"
39' - 10 1/2"
40' - 2 1/4"
32' - 4 7/8"
TOTAL VERTICAL HEIGHT
37' - 7"
BUILDING
ADDRESS
SIGNAGE
BUILDING
ADDRESS
SIGNAGE
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
10' - 0 3/8"
10' - 7 7/8"
11' - 8 5/8"
CPL-02RF-01MTL-02CLS-02 CPL-03 CPB-02 MAS-02MAS-01
40' - 10 1/2"
TOTAL VERTICAL HIEGHT
37' - 7"
BUILDING
ADDRESS
SIGNAGE
BUILDING
ADDRESS
SIGNAGE
NO.MATERIAL DESCRIPTION MANUFACTURER AND COLOR INFORMATION
MAS-02
MASONRY -STONE VENEER
MASONRY -BRICK
EL DORADO LIMESTONE -SAN MARINO
SUMMIT BRICK COMPANY -ALASKAN
MAS-01
MAS-03 MASONRY -BRICK SUMMIT BRICK COMPANY -BASALT
CPL-01 CEMENTITIOUS PANEL W/ REVEAL SPARE WHITE SW 6203
CPL-02 MINDFUL GRAY SW 7016
CPL-03 ACIER SW 9170
CPL-04 PORPOISE SW 7047
RF-01
ASPHALT SHINGLE ROOF CERTAIN TEED LANDMARK ASPHALT -GEORGETOWN GRAYRF-02
STANDING SEAM METAL ROOF MAC STANDING SEAM METAL ROOF -CHARCOAL GRAY
EXTERIOR FINISH LEGEND
CLS-01 CEMENTITIOUS LAP SIDING COLONNADE GRAY SW 7641
CLS-02 CEMENTITIOUS LAP SIDING WOODTONE SUMMER WHEAT, OR
MINWAX STAIN TO MATCH: OAKWOOD MW435
MTL-01 CORRUGATED METAL PANEL METALLIC GRAY
MTL-02 MAC METAL PANEL CHARCOAL GRAY
CPB-01 CEMENTITIOUS BOARD & BATTEN COLONNADE GRAY SW 7641
CPB-02 CEMENTITIOUS BOARD & BATTEN FELTED WOOL SW 9171
CEMENTITIOUS PANEL W/ REVEAL
CEMENTITIOUS PANEL W/ REVEAL
CEMENTITIOUS PANEL W/ REVEAL
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
10' - 0 3/8"
10' - 7 7/8"
11' - 8 5/8"
MAS-01CPB-02 CPL-03 CLS-02MTL-02 MTL-0138' - 0 1/2"
41' - 0"
32' - 4 7/8"
TOTAL VERTICAL HEIGHT
37' - 7"
BUILDING
ADDRESS
SIGNAGE
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
10' - 0 3/8"
10' - 7 7/8"
11' - 8 5/8"
MTL-01 CLS-02 MAS-01 CPL-03 MTL-02 CPB-02
40' - 2 1/4"
36' - 3 3/4"40' - 10 1/2"
32' - 4 7/8"
TOTAL VERTICAL HEIGHT
37' - 7"
BUILDING
ADDRESS
SIGNAGE
3/32" = 1'-0"
1 BLDG 5000 - NORTH
3/32" = 1'-0"
3 BLDG 5000 - SOUTH KEY PLAN
BLDG 5000
3/32" = 1'-0"
2 BLDG 5000 - EAST
3/32" = 1'-0"
4 BLDG 5000 - WEST
C
d
w
e
l
l
d
e
s
i
g
n
s
t
u
d
i
o
-
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: 770.864.1035
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
01/13/21
NOT FOR CONSTRUCTION4/9/2024 6:35:43 PM
C:\Users\hpagel\Documents\Revit\2227501_Crowne_Fort Collins_R22_hpagel5UTR2.rvt
A05.05
MH/CS/JK GW
2227501
ELEVATIONS -
BUILDING 5000
CR
O
W
N
E
A
T
S
U
N
I
G
A
SU
N
I
G
A
R
O
A
D
A
N
D
L
E
M
A
Y
A
V
E
,
FO
R
T
C
O
L
L
I
N
S
,
C
O
,
8
0
5
2
4
50% CONSTRUCTION
DOCUMENTS
06/01/2023 SCHEMATIC DESIGN X
02/28/2024 DESIGN DEVELOPMENT X
04/10/2024 50% CONSTRUCTION DOCUMENTS X
DATE DESCRIPTION REV
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
10' - 0 3/8"
10' - 7 7/8"
11' - 8 5/8"
RF-02MTL-01 CPL-03MAS-01 MTL-02
32' - 4 7/8"
TOTAL VERTICAL HEIGHT
49' - 10 1/2"
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
10' - 0 3/8"
10' - 7 7/8"
11' - 8 5/8"
RF-02MTL-02 CPL-03MAS-01
50' - 5 1/2"
32' - 4 7/8"
TOTAL VERTICAL HEIGHT
49' - 10 1/2"
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
10' - 0 3/8"
10' - 7 7/8"
11' - 8 5/8"
CPL-03 MTL-01 CLS-02 MTL-02 CPB-01 CLS-01RF-02 MAS-01 CPL-01 MAS-03RF-01
32' - 4 7/8"
TOTAL VERTICAL HEIGHT
49' - 10 1/2"
BUILDING
ADDRESS
SIGNAGE
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
10' - 0 3/8"
10' - 7 7/8"
11' - 8 5/8"
CPL-01 MAS-03 CSL-02MTL-02RF-01RF-02 MTL-01 CPL-03
50' - 5 1/2"
32' - 4 7/8"
TOTAL VERTICAL HIEGHT
49' - 10 1/2"
BUILDING
ADDRESS
SIGNAGE
NO.MATERIAL DESCRIPTION MANUFACTURER AND COLOR INFORMATION
MAS-02
MASONRY -STONE VENEER
MASONRY -BRICK
EL DORADO LIMESTONE -SAN MARINO
SUMMIT BRICK COMPANY -ALASKAN
MAS-01
MAS-03 MASONRY -BRICK SUMMIT BRICK COMPANY -BASALT
CPL-01 CEMENTITIOUS PANEL W/ REVEAL SPARE WHITE SW 6203
CPL-02 MINDFUL GRAY SW 7016
CPL-03 ACIER SW 9170
CPL-04 PORPOISE SW 7047
RF-01
ASPHALT SHINGLE ROOF CERTAIN TEED LANDMARK ASPHALT -GEORGETOWN GRAYRF-02
STANDING SEAM METAL ROOF MAC STANDING SEAM METAL ROOF -CHARCOAL GRAY
EXTERIOR FINISH LEGEND
CLS-01 CEMENTITIOUS LAP SIDING COLONNADE GRAY SW 7641
CLS-02 CEMENTITIOUS LAP SIDING WOODTONE SUMMER WHEAT, OR
MINWAX STAIN TO MATCH: OAKWOOD MW435
MTL-01 CORRUGATED METAL PANEL METALLIC GRAY
MTL-02 MAC METAL PANEL CHARCOAL GRAY
CPB-01 CEMENTITIOUS BOARD & BATTEN COLONNADE GRAY SW 7641
CPB-02 CEMENTITIOUS BOARD & BATTEN FELTED WOOL SW 9171
CEMENTITIOUS PANEL W/ REVEAL
CEMENTITIOUS PANEL W/ REVEAL
CEMENTITIOUS PANEL W/ REVEAL
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
10' - 0 3/8"
10' - 7 7/8"
11' - 8 5/8"
CPL-03RF-01MTL-01CLS-02CPL-01 RF-02CPB-01CLS-01 MAS-03MAS-01 MTL-02
TOTAL VERTICAL HEIGHT
49' - 10 1/2"
32' - 4 7/8"
BUILDING
ADDRESS
SIGNAGE
LEVEL 1
T.O.S. = 0' -0"
LEVEL 2
S.F.E. = 11' -8 5/8"
LEVEL 3
S.F.E. = 22' -4 1/2"
TRUSS BEARING
S.F.E. = 32' -4 7/8"
10' - 0 3/8"
10' - 7 7/8"
11' - 8 5/8"
32' - 4 7/8"
CPL-03 RF-01 MTL-01 RF-02CLS-02 CPL-01 MTL-01MAS-03
50' - 5 1/2"
TOTAL VERTICAL HEIGHT
49' - 10 1/2"
BUILDING
ADDRESS
SIGNAGE
3/32" = 1'-0"
6 BLDG 6000 - NORTH
3/32" = 1'-0"
5 BLDG 6000 - SOUTH
3/32" = 1'-0"
2 BLDG 6000 - NORTHWEST
3/32" = 1'-0"
1 BLDG 6000 - WEST
KEY PLAN
BLDG 6000
3/32" = 1'-0"
3 BLDG 6000 - EAST
3/32" = 1'-0"
4 BLDG 6000 - SOUTHEAST
C
d
w
e
l
l
d
e
s
i
g
n
s
t
u
d
i
o
-
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: 770.864.1035
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
01/13/21
NOT FOR CONSTRUCTION4/9/2024 6:35:54 PM
C:\Users\hpagel\Documents\Revit\2227501_Crowne_Fort Collins_R22_hpagel5UTR2.rvt
A05.06
MH/CS/JK GW
2227501
ELEVATIONS -
BUILDING 6000
CR
O
W
N
E
A
T
S
U
N
I
G
A
SU
N
I
G
A
R
O
A
D
A
N
D
L
E
M
A
Y
A
V
E
,
FO
R
T
C
O
L
L
I
N
S
,
C
O
,
8
0
5
2
4
50% CONSTRUCTION
DOCUMENTS
06/01/2023 SCHEMATIC DESIGN X
02/28/2024 DESIGN DEVELOPMENT X
04/10/2024 50% CONSTRUCTION DOCUMENTS X
DATE DESCRIPTION REV
WINDOW SEQUENCING DIAGRAM
STEP 1:
1. INSTALL AIR / MOISTURE BARRIER PER MAN'F
INSTRUCTIONS.
2. DO NOT INSTALL FASTENERS WITHIN 6" OF THE SILLS AND
JAMBS OF THE OPENINGS AND WITHIN 9" OF HEAD
OPENINGS.
STEP 2:
1. CUT AN "I-CUT" IN THE AIR / MOISTURE BARRIER.
2. CUT A HEAD FLAP AT A 45 DEGREE ANGLE TO EXPOSE 8"
OF SHEATHING TO ALLOW FOR HEAD FLASHING
INSTALLATION.
STEP 3:
1. FOLD SIDE FLAPS INTO ROUGH OPENING AND SECURE TO
INSIDE WALL WITH TAPE
STEP 4:
1. FLIP THE CUT HEAD FLAP UPWARD TO EXPOSE THE
SHEATHING AND TEMPORARILY SECURE WITH TAPE
2. INSTALL SILL FLASHING. ALIGN FLASHING WITH THE
INTERIOR EDGE OF SILL AND INSTALL INTO ROUGH
OPENING ACROSS SILL AND UP JAMBS (6" MIN.)
3. APPLY WORKING FROM THE MIDDLE OF THE SILL
TOWARDS THE SIDES. SECURE FLASHING TIGHTLY INTO
THE CORNERS BY FIRST WORKING IN ALONG THE SILL
BEFORE ADHERING UP THE JAMBS.
4. DO NOT STRETCH MATERIAL ALONG THE SILL OR JAMBS
STEP 5:
1. APPLY SELF-ADHERED MEMBRANE FLASHING AT
BOTTOM CORNERS AND ADHERE ONTO EXTERIOR FACE
OF WALL. COVERAGE SHOULD BE 2"-3" ONTO FACE OF
THE WALL.
2. PRESS SILL FLASHING W/ FIRMHAND. PRESSURE OR J-
ROLLER TO ENSURE FULL ADHESION ON ALL SURFACES.
3. APPLY CONTINUOUS SEALANT ON HEAD AND JAMB OF
ROUGH OPENING.
4. INSTALL WINDOW ACCORDING TO MANUFACTURER'S
INSTRUCTIONS.
STEP 6:
1. APPLY HEAD FLASHING. HEAD FLASHING TO EXTEND
BEYOND OUTER EDGES OF JAMB FLASHING.
2. REMOVE RELEASE PAPER AND INSTALL COMPLETELY
COVERING WINDOW MOUNTING FLANGE AND ADHERING
TO THE EXPOSED SHEATHING.
STEP 7:
1. FLIP DOWN UPPER FLAP OVER HEAD FLASHING.
2. TAPE ALL CUTS IN AIR / MOISTURE BARRIER AND TAPE
ACROSS HEAD OF THE WINDOW.
STEP 8:
1. INSTALL SEALANT AND BACKER ROD AS NECESSARY
AROUND THE WINDOW OPENING AT THE INTERIOR. IF
FOAM IS USED AT THE SILL, RECOMMENDED SEALANT
SHOULD BE USED AT THE SILL AREA BEHIND THE FOAM
TO ENSURE A PROPER WATER SEAL.
ROUGH OPENING OUTLINE
TAPE
HEAD FLAP FOLDED UPWARD
TO EXPOSE SHEATHING
EXPOSED SHEATHING
6"
8"
8"
1"
M
I
N
.
2" - 4" BELOW
BOTTOM EDGE
OF SILL
FLASHING
CUT ALONG LINE
W01 W02 W03 W05
W04
6' - 0"
2' - 0"
0' - 7"3' - 0"3' - 0"0' - 7"
6' - 0"
2' - 0"
0' - 7"3' - 0"
5' - 6"
2' - 6"
3' - 0"0' - 7"
0' - 7"
1' - 5"
0' - 6"
4' - 0"
4' - 0"
4' - 0"
WINDOW SCHEDULE
TYPE
WINDOW FRAME
MANUFACTURER NOTES
SIZE
GLAZING MAT'L FINISHWIDTH HEIGHT
W01 3' - 0" 6' - 0" VINYL PELLA - 250 SERIES SINGLE WINDOW - SINGLE HUNG LOWER EQUAL SASH
W02 3' - 0" 6' - 0" VINYL PELLA - 250 SERIES
W03 3' - 0" 5' - 6" VINYL PELLA - 250 SERIES
W04 3' - 0" 1' - 5" VINYL PELLA - 250 SERIES
W05 4' - 0" 4' - 0" VINYL PELLA - 250 SERIES
W06 6' - 4
1/2"
6' - 0"
W07 6' - 4
1/2"
6' - 0"
C
d
w
e
l
l
d
e
s
i
g
n
s
t
u
d
i
o
-
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: 770.864.1035
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
01/13/21
NOT FOR CONSTRUCTION4/9/2024 6:35:58 PM
C:\Users\hpagel\Documents\Revit\2227501_Crowne_Fort Collins_R22_hpagel5UTR2.rvt
A08.10
MH/CS/JK GW
2227501
WINDOW
SCHEDULE
CR
O
W
N
E
A
T
S
U
N
I
G
A
SU
N
I
G
A
R
O
A
D
A
N
D
L
E
M
A
Y
A
V
E
,
FO
R
T
C
O
L
L
I
N
S
,
C
O
,
8
0
5
2
4
50% CONSTRUCTION
DOCUMENTS
06/01/2023 SCHEMATIC DESIGN X
02/28/2024 DESIGN DEVELOPMENT X
04/10/2024 50% CONSTRUCTION DOCUMENTS X
DATE DESCRIPTION REV
CORNER BEAD
CONTINUOUS SEALANT
SEALANT CONTINUOUS
BEHIND NAILING FIN
WINDOW
WEATHER RESISTANT BARRIER LAP
OVER FLASHING TAPE AND BEHIND
METAL FLASHING
5/8" TYPE 'X' GYPSUM BOARD
WRAPPED INTO JAMB
CONTINUOUS SEALANT AND
CLOSED CELL BACKER ROD
HEAD HEIGHT 8'-0"
OUTLINE OF SELF ADHERED
FLASHING MEMBRANE AT
ROUGH OPENING CORNER PER
MANUFACTURERS
RECOMMENDATIONS
FIBER CEMENT LAP SIDING
5/4 X 6 FIBER CEMENT TRIM
INSTALL 24 GA. GALV. PRE-FINISHED
METAL FLASHING; INSTALL FLASHING
TAPE ON PRIMED SHEATHING AND
VERTICAL LEG OF FLASHING
CONTINUOUS SEALANT
1/2" PLYWOOD SPACER
2 X WOOD HEADER
-REFER TO STRUCTURAL
SEAM TAPE
WB1
042
SEALANT; EXTEND UP
JAMBS AND OVER HEAD
CONDITION
CORNER BEAD
CONTINUOUS SEALANT
SEALANT CONTINUOUS
BEHIND NAILING FIN
WINDOW
WEATHER RESISTANT BARRIER LAP
OVER FLASHING TAPE AND BEHIND
METAL FLASHING
5/8" TYPE 'X' GYPSUM BOARD
WRAPPED INTO JAMB
CONTINUOUS SEALANT AND
CLOSED CELL BACKER ROD
HEAD HEIGHT 8'-0"
OUTLINE OF SELF ADHERED
FLASHING MEMBRANE AT
ROUGH OPENING CORNER PER
MANUFACTURERS
RECOMMENDATIONS
FIBER CEMENT PANEL
5/4 X 6 FIBER CEMENT TRIM
1/2" PLYWOOD SPACER
2X WOOD HEADER
-REFER TO STRUCTURAL
INSTALL 24 GA. GALV. PRE-FINISHED
METAL FLASHING; INSTALL FLASHING
TAPE ON PRIMED SHEATHING AND VERTICAL
LEG OF FLASHING
CONTINUOUS SEALANT
SEAM TAPE
WB1
042
SEALANT; EXTEND UP
JAMBS AND OVER HEAD
CONDITION
2X WOOD FRAMING
CONTINUOUS SEALANT &
CLOSED CELL BACKER ROD
CORNER BEAD
CONTINUOUS SEALANT
WINDOW
FLASHING TAPE OVER
WINDOW NAILING FIN AND
WEATHER RESISTANT
BARRIER (EXTEND 8"
AROUND PERIMETER OF
WINDOW)
GYP BD RETURNS AT JAMB
OUTLINE OF TRIM BELOW
SEALANT CONTINUOUS
BEHIND NAILING FIN
WEATHER RESISTANT
BARRIER (WRAP INTO
WINDOW OPENING)
5/4 X 6 FIBER CEMENT TRIM
FIBER CEMENT LAP SIDING
CONTINUOUS SEALANT
3/8"1/2"
WB1
042
SEALANT; EXTEND UP
JAMBS AND OVER HEAD
CONDITION
2X WOOD FRAMING
CONTINUOUS SEALANT &
CLOSED CELL BACKER
ROD
CORNER BEAD
CONTINUOUS SEALANT
WINDOW
GYP BD RETURNS AT JAMB
OUTLINE OF TRIM
BELOW
SEALANT CONTINUOUS
BEHIND NAILING FIN
5/4 X 6 FIBER CEMENT TRIM
WEATHER RESISTANT
BARRIER (WRAP INTO
WINDOW OPENING)
FIBER CEMENT PANEL
CONTINUOUS SEALANT
3/8"
1/2"
WB1
042
FLASHING TAPE OVER WINDOW
NAILING FIN AND WEATHER
RESISTANT BARRIER (EXTEND 8"
AROUND PERIMETER OF WINDOW)
SEALANT; EXTEND UP
JAMBS AND OVER HEAD
CONDITION
CONTINUOUS SEALANT
3/4" WOOD SILL
2X WOOD FRAMING
1 X 4 WOOD APRON
SILL HEIGHT
SCREEN @ OPERABLE
PANEL
WINDOW
CONTINUOUS SEALANT
AND CLOSED CELL
BACKER ROD
FIBER CEMENT LAP SIDING,
BUTT TO TRIM AND
PROVIDE SEALANT
5/4 X 6 FIBER CEMENT
TRIM
SILL HEIGHT
OUTLINE OF SELF
ADHERED MEMBRANE AT
ROUGH OPENING CORNER
PER MANUFACTURERS
RECOMMENDATIONS
DO NOT APPLY SEALANT
ALONG BOTTOM SILL FLANGE
FOR DRAINAGE
FLEXWRAP TAPE FLASHING
OVER WEATHER RESISTANT
BARRIER AND WINDOW SILL
(EXTEND 6" VERTICALLY
ALONG JAMBS)
WEATHER RESISTANT
BARRIER
WB1
042
SEALANT; EXTEND UP
JAMBS AND OVER HEAD
CONDITION
CONTINUOUS SEALANT
3/4" WOOD SILL
2X WOOD FRAMING
1 X 4 WOOD APRON
SILL HEIGHT
CONTINUOUS SEALANT
AND CLOSED CELL
BACKER ROD
5/4 X 6 FIBER CEMENT
TRIM
SILL HEIGHT
OUTLINE OF SELF
ADHERED MEMBRANE AT
ROUGH OPENING CORNER
PER MANUFACTURERS
RECOMMENDATIONS
DO NOT APPLY SEALANT
ALONG BOTTOM SILL FLANGE
FOR DRAINAGE
FIBER CEMENT PANEL
CONTINUOUS BEAD OF
SEALANT FLEXWRAP TAPE FLASHING
OVER WEATHER RESISTANT
BARRIER AND WINDOW SILL
(EXTEND 6" VERTICALLY
ALONG JAMBS)
WEATHER RESISTANT
BARRIER
SCREEN @ OPERABLE
PANEL
WINDOW
WB1
042
SEALANT; EXTEND UP
JAMBS AND OVER HEAD
CONDITION
GALVANIZED STEEL 2-PIECE
ADJUSTABLE WALL TIES -OVER
30 MIL SA PATCH SPACED AT
16" O.C. VERTICALLY AND
32' O.C. HORIZONTALLY
5/8" TYPE 'X' GYP. BD.
BACKER ROD
& SEALANT
SEALANT
3/4" WOOD SILL
2 X WOOD FRAMING
1 X 3 WOOD APRON
OUTLINE OF FLEXIBLE
FLASHING MEMBRANE AT
JAMB FOR END DAM
BATT INSULATION
EXTERIOR SHEATHING
WINDOW SEE
SCHEDULE
WEATHER RESISTIVE
BARRIER
BRICK VENEER
6"
FLEXIBLE/SA FLASHING
MEMBRANE OVER AIR/
MOISTURE BARRIER OVER SILL
& BACK DAM AND RUN UP
JAMBS 6" MIN.
BRICK ROWLOCK
SILL W/ SOLID
BRICK AT
CORNERS
1/2" WOOD BACK DAM
SELF-EXPANDING FOAM FILL
WRAP AIR/MOISTURE
BARRIERS INTO ROUGH
OPENING AT JAMB
2X JACK STUD
5/8" TYPE 'X' GYPSUM
BOARD
BATT INSULATION
MIN 1/2" BACKER ROD & SEALANT; AND
TO PROVIDE END DAM AT WINDOW HEAD
CORNER BEAD
WINDOW SEE SCHEDULE
SELF ADHERING FLEXIBLE
FLASHING MEMBRANE OVER
WINDOW NAILING FIN AND AIR/
MOISTURE BARRIERS
(EXTEND 8" MIN)
EXTERIOR SHEATHING
AIR/ MOISTURE BARRIER
GYP BD RETURNS AT JAMB
0' - 6"
BRICK VENEER
CONTINUOUS SEALANT
BEHIND NAILING FIN
2X KING STUD
OUTLINE OF SILL BELOW
SEALANT
SELF-EXPANDING FOAM FILL
BATT INSULATION
5/8" TYPE 'X' GYPSUM BOARD
1/2" PLYWOOD SPACER
CORNER BEAD
HEADER, SEE STRUCTURAL
FOR SIZE
WINDOW SEE SCHEDULE
SELF ADHERING FLEXIBLE
MEMBRANE FLASHING OVER
WINDOW NAILING FIN, AND OVER
MEMBRANE FLASHING FROM JAMB
BELOW
AIR & MOISTURE BARRIER,
LAP OVER SELF-ADHERED
MEMBRANE FLASHING
@ WINDOW HEAD
5/8" TYPE 'X' GYPSUM BOARD
WRAPPED INTO HEAD
EXTERIOR SHEATHING
FLEXIBLE THRU-WALL
FLASHING W/
SA COUNTER FLASHING
AND END DAM AT EACH SIDE
OF FLASHING
SEE DETAIL 8/ A6-50 (SIMILAR)
METAL DRIP-EDGE W/ SA
MEMBRANE COUNTER FLASHING
STEEL LINTEL PER STRUCTURAL,
PAINT TO MATCH BRICK COLOR
CELL VENT WEEPS @ 24" O.C.
MORTAR NET CONTINUOUS SEALANT
BEHIND NAILING FIN
6"5 1/2"
METAL DRIP-EDGE DIRECTLY
ATTACHED ON LINTEL OVER
SEALANT BEDDING
WRB LAP OVER SA FLASHING
SEALANT
SEALANT
SELF-EXPANDING FOAM FILL
5/8" TYPE 'X' GYP. BD.
BACKER ROD
& SEALANT
SEALANT
3/4" WOOD SILL
2 X WOOD FRAMING
1 X 3 WOOD APRON
OUTLINE OF FLEXIBLE
FLASHING MEMBRANE AT
JAMB FOR END DAM
BATT INSULATION
EXTERIOR SHEATHING
WINDOW SEE
SCHEDULE
WEATHER RESISTIVE
BARRIER
TYPICAL MANUFACTURED
STONE EXTERIOR WALL
ASSEMBLY
FLEXIBLE/SA FLASHING
MEMBRANE OVER AIR/
MOISTURE BARRIER OVER SILL
& BACK DAM AND RUN UP
JAMBS 6" MIN.
1/2" WOOD BACK DAM
SELF-EXPANDING FOAM FILL
WRAP AIR/MOISTURE
BARRIERS INTO ROUGH
OPENING AT JAMB
2X JACK STUD
5/8" TYPE 'X' GYPSUM
BOARD
BATT INSULATION
MIN 1/2" BACKER ROD & SEALANT; AND
TO PROVIDE END DAM AT WINDOW HEAD
CORNER BEAD
WINDOW SEE SCHEDULE
SELF ADHERING FLEXIBLE
FLASHING MEMBRANE OVER
WINDOW NAILING FIN AND AIR/
MOISTURE BARRIERS
(EXTEND 8" MIN)
EXTERIOR SHEATHING
AIR/ MOISTURE BARRIER
GYP BD RETURNS AT JAMB
TYPICAL MANUFACTURED
STONE EXTERIOR WALL
ASSEMBLY
CONTINUOUS SEALANT
BEHIND NAILING FIN
2X KING STUD
OUTLINE OF SILL BELOW
SEALANT
SELF-EXPANDING FOAM FILL
BATT INSULATION
5/8" TYPE 'X' GYPSUM BOARD
1/2" PLYWOOD SPACER
CORNER BEAD
HEADER, SEE STRUCTURAL
FOR SIZE
WINDOW SEE SCHEDULE
SELF ADHERING FLEXIBLE
MEMBRANE FLASHING OVER
WINDOW NAILING FIN, AND OVER
MEMBRANE FLASHING FROM JAMB
BELOW
AIR & MOISTURE BARRIER,
LAP OVER SELF-ADHERED
MEMBRANE FLASHING
@ WINDOW HEAD
5/8" TYPE 'X' GYPSUM BOARD
WRAPPED INTO HEAD
EXTERIOR SHEATHING
METAL DRIP-EDGE W/ SA
MEMBRANE COUNTER FLASHING
CONTINUOUS SEALANT
BEHIND NAILING FIN
5 1/2"
WRB LAP OVER SA FLASHING
SEALANT
SEALANT
SELF-EXPANDING FOAM FILL
TYPICAL MANUFACTURED
STONE EXTERIOR WALL
ASSEMBLY
3" = 1'-0"
6 WINDOW HEAD AT FIBER CEMENT LAP SIDING
3" = 1'-0"
9 WINDOW HEAD AT FIBER CEMENT PANEL
3" = 1'-0"
5 WINDOW JAMB AT FIBER CEMENT LAP SIDING
3" = 1'-0"
8 WINDOW JAMB AT FIBER CEMENT PANEL
3" = 1'-0"
4 WINDOW SILL AT FIBER CEMENT LAP SIDING
3" = 1'-0"
7 WINDOW SILL AT FIBER CEMENT PANEL
3" = 1'-0"
1 WINDOW SILL AT BRICK ROWLOCK
3" = 1'-0"
2 WINDOW JAMB AT BRICK
3" = 1'-0"
3 WINDOW HEAD AT BRICK @ SINGLE WINDOW
3" = 1'-0"
10 WINDOW SILL AT STONE
3" = 1'-0"
11 WINDOW JAMB AT STONE
3" = 1'-0"
12 WINDOW HEAD AT STONE @ SINGLE WINDOW
C
d
w
e
l
l
d
e
s
i
g
n
s
t
u
d
i
o
-
A
L
L
R
I
G
H
T
S
R
E
S
E
R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: 770.864.1035
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
01/13/21
NOT FOR CONSTRUCTION4/9/2024 6:36:02 PM
C:\Users\hpagel\Documents\Revit\2227501_Crowne_Fort Collins_R22_hpagel5UTR2.rvt
A08.11
MH/CS/JK GW
2227501
WINDOW
DETAILS
CR
O
W
N
E
A
T
S
U
N
I
G
A
SU
N
I
G
A
R
O
A
D
A
N
D
L
E
M
A
Y
A
V
E
,
FO
R
T
C
O
L
L
I
N
S
,
C
O
,
8
0
5
2
4
50% CONSTRUCTION
DOCUMENTS
06/01/2023 SCHEMATIC DESIGN X
02/28/2024 DESIGN DEVELOPMENT
04/10/2024 50% CONSTRUCTION DOCUMENTS X
DATE DESCRIPTION REV