HomeMy WebLinkAboutKECHTER TOWNHOMES - FDP210002 - - ARCHITECTURAL DETAILSUPUPUPUP
UP UP UP UP
4 5 7 9
A
D
1312
B
E
86
C
321
10'-9 1/4"
3'-7 3/4"
10'-7 3/8" 10'-1 1/4"
3'-11 1/4"
10'-6 3/8" 10'-0 1/4"
3'-11 1/4"
10'-6 3/4" 10'-1 7/8"
3'-11 1/4"
10'-5 3/4"
98'-8 3/8"39'-5 1/4"3'-2"26'-3"4'-10"5'-2 1/4"UNIT 1
781 GSF
UNIT 2
761 GSF
UNIT 3
768 GSF
UNIT 4
781 GSF
A1.2
1
A1.24
A1.2
3
A1.2 2
1110
ROOF SHOWN
DASHED
RECESSED LIGHT
FIXTURE (E1) ABOVE,
RE: SHEET A1.5
RECESSED LIGHT
FIXTURE (E1) ABOVE,
RE: SHEET A1.5
4 5 7 9
A
D
1312
B
E
86
C
321
10'-9 1/4"
3'-7 3/4"
10'-7 3/8" 10'-1 1/4"
3'-11 1/4"
10'-6 3/8" 10'-0 1/4"
3'-11 1/4"
10'-6 3/4" 10'-1 7/8"
3'-11 1/4"
10'-5 3/4"3'-2"26'-3"4'-10"5'-2 1/4"39'-5 1/4"98'-8 3/8"4:124:124:124:12 4:12 4:12 4:12
A1.2
1
A1.24
A1.2
3
A1.2 2
UNIT 1
781 GSF
UNIT 2
761 GSF
UNIT 3
768 GSF
UNIT 4
781 GSF
1110
ROOF SHOWN
DASHED
4 5 7 9
A
D
1312
B
E
86
C
321
98'-8 3/8"
10'-9 1/4"
3'-7 3/4"
10'-7 3/8" 10'-1 1/4"
3'-11 1/4"
10'-6 3/8" 10'-0 1/4"
3'-11 1/4"
10'-6 3/4" 10'-1 7/8"
3'-11 1/4"
10'-5 3/4"39'-5 1/4"3'-2"26'-3"4'-10"5'-2 1/4"9:12 9:12
8:129:12 9:12
9:12 9:12
9:12 9:12
9:12
9:12
8:128:12A1.2
1
A1.24
A1.2
3
A1.2 2
1110
9:12
9:12
8:128:128:128:128:128:128:129:12
9:12
9:12
9:12
9:12 9:12
BUILDING
D BUILDING
E
BUILDING
C
BUILDING
I
BUILDING
J
BUILDING
F
BUILDING
A
BUILDING
G
BUILDING
H
BUILDING
K
BUILDING
B
KEY PLAN
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 2:58:44 PMA1.1
FLOOR PLANS 4-PLEX
KECHTER
TOWNHOMES
19_014_00
PDP SUBMITTAL
BUILDING B (BUILDING D
SIMILAR)
WS
CR
1" = 10'-0"1 LEVEL 1
1" = 10'-0"2 LEVEL 2
1" = 10'-0"3 ROOF PLAN
0 20 30 4010
GRAPHIC SCALE
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
3 FDP SUBMITTAL 02/17/2021
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
4 5 7 9
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
131286
98' -6"
GARAGE
132' -5"
TO ROOF
321
13'-2 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"32'-5"1110
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
4579
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
13 12 8 6
98' -6"
GARAGE
132' -5"
TO ROOF
3 2 1
32'-5"10'-7 1/8"1'-0 5/8"9'-1 1/8" 13'-2 1/8"
11 10
A/C CONDENSER
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
A D
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
B E
98' -6"
GARAGE
C
132' -5"
TO ROOF
13'-2 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"32'-5"100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
AD
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
BE
98' -6"
GARAGE
C
132' -5"
TO ROOF
13'-2 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"32'-5"ELEVATION LEGEND
SMOOTH HORIZONTAL FIBER CEMENT LAP SIDING
SMOOTH FIBER CEMENT BOARD & BATTEN SIDING
ASPHALT SHINGLE ROOF
BUILDING
D BUILDING
E
BUILDING
C
BUILDING
I
BUILDING
J
BUILDING
F
BUILDING
A
BUILDING
G
BUILDING
H
BUILDING
K
BUILDING
B
KEY PLAN
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 2:59:00 PMA1.2
ELEVATIONS 4-PLEX
KECHTER
TOWNHOMES
19_014_00
PDP SUBMITTAL
BUILDING B (BUILDING D
SIMILAR)
WS
CR
1" = 10'-0"1 FRONT ELEVATION
1" = 10'-0"3 REAR ELEVATION
1" = 10'-0"2 SIDE ELEVATION
1" = 10'-0"4 SIDE ELEVATION
0 20 30 4010
GRAPHIC SCALE
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
3 FDP SUBMITTAL 02/17/2021
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
4 5 7 9
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
131286
98' -6"
GARAGE
132' -5"
TO ROOF
321
13'-2 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"32'-5"1110
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
AD
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
BE
98' -6"
GARAGE
C
132' -5"
TO ROOF
13'-2 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"32'-5"100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
4579
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
13 12 8 6
98' -6"
GARAGE
132' -5"
TO ROOF
3 2 1
32'-5"10'-7 1/8"1'-0 5/8"9'-1 1/8" 13'-2 1/8"
11 10
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
A D
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
B E
98' -6"
GARAGE
C
132' -5"
TO ROOF
13'-2 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"32'-5"ELEVATION LEGEND
SMOOTH HORIZONTAL FIBER CEMENT LAP SIDING
SMOOTH FIBER CEMENT BOARD & BATTEN SIDING
ASPHALT SHINGLE ROOF
EXTERIOR COLORS
ROOFING -MEDIUM BROWN
COLOR 01 -SHERWIN WILLIAMS "LAZY GRAY"
COLOR 02 -SHERWIN WILLIAMS "SERIOUS GRAY"
COLOR 03 -SHERWIN WILLIAMS "EXTRA WHITE"
BUILDING
D BUILDING
E
BUILDING
C
BUILDING
I
BUILDING
J
BUILDING
F
BUILDING
A
BUILDING
G
BUILDING
H
BUILDING
K
BUILDING
B
KEY PLAN
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 2:59:31 PMA1.3
COLOR ELEVATIONS
4-PLEX
KECHTER
TOWNHOMES
19_014_00
PDP SUBMITTAL
BUILDING B (BUILDING D
SIMILAR)
WS
CR
1" = 10'-0"1 FRONT ELEVATION
1" = 10'-0"4 SIDE ELEVATION
1" = 10'-0"3 REAR ELEVATION
1" = 10'-0"2 SIDE ELEVATION
0 20 30 4010
GRAPHIC SCALE
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
3 FDP SUBMITTAL 02/17/2021
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 3:00:04 PMA1.4
3D VIEWS 4-PLEX
KECHTER
TOWNHOMES
19_014_00
PDP SUBMITTAL
BUILDING B (BUILDING D
SIMILAR)
WS
CR
4 3D VIEW OF FRONT
2 3D VIEW OF FRONT
1 3D VIEW OF FRONT
3 3D VIEW OF BACK63D VIEW OF BACK
5 3D VIEW OF BACK
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
3 FDP SUBMITTAL 02/17/2021
SELF ADHERED FLEXIBLE FLASHING
MARRIED 8" UP JAMB
3 1/2"VINYL WINDOW
WEATHER RESISTIVE BARRIER
FIBER CEMENT LAP SIDING
SEALANT
X
FIBER CEMENT TRIM SYSTEM
VINYL WINDOW
SEALANT
FIBER CEMENT TRIM SYSTEM
SELF ADHERED FLEXIBLE FLASHING
SEALANT
WEATHER RESISTIVE BARRIER
SEALANT
FIBER CEMENT LAP SIDING
3 1/2"
X1/4"1/4"5 1/2"1/4"VINYL WINDOW
SEALANT
WEATHER RESISTIVE BARRIER
SEALANT
FLASHING
SELF ADHERED FLEXIBLE FLASHING
WEATHER RESISTIVE BARRIER
FIBER CEMENT TRIM SYSTEM
FIBER CEMENT LAP SIDING
X
MARRIED 8" UP JAMB
VINYL WINDOW
SELF ADHERED FLEXIBLE FLASHING
WEATHER RESISTIVE BARRIER
FIBER CEMENT PANEL SIDING
X
FIBER CEMENT TRIM SYSTEM
3 1/2"VINYL WINDOW
SEALANT
SELF ADHERED FLEXIBLE FLASHING
SEALANT
WEATHER RESISTIVE BARRIER
SEALANT
FIBER CEMENT PANEL SIDING
X
FIBER CEMENT TRIM SYSTEM
3 1/2"
VINYL WINDOW
SEALANT
WEATHER RESISTIVE BARRIER
SEALANT
FLASHING
SELF ADHERED FLEXIBLE FLASHING
WEATHER RESISTIVE BARRIER
FIBER CEMENT PANEL SIDING
X
5 1/2"FIBER CEMENT TRIM SYSTEM
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 3:00:05 PMA1.5
TYPICAL DETAILS
KECHTER
TOWNHOMES
19_014_00
PDP SUBMITTAL
WS
CR
3" = 1'-0"1 WINDOW SILL @ FIBER CEMENT LAP SIDING
3" = 1'-0"2 WINDOW JAMB @ FIBER CEMENT LAP SIDING
3" = 1'-0"3 WINDOW HEAD @ FIBER CEMENT LAP SIDING
3" = 1'-0"4 WINDOW SILL @ FIBER CEMENT PANEL
3" = 1'-0"5 WINDOW JAMB @ FIBER CEMENT PANEL
3" = 1'-0"6 WINDOW HEAD @ FIBER CEMENT PANEL
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
3 FDP SUBMITTAL 02/17/2021
UPUPUP
1 2 4 6 7
A
D
8 109
B
E
53
C
11 141213
10'-9 1/4"
3'-7 3/4"
10'-7 3/8" 10'-1 1/4"
3'-11 1/4"
10'-5 3/4" 10'-4 3/8"
3'-7 3/4"
10'-1 7/8" 11'-0 1/4"
3'-7 3/4"
10'-6 3/4" 6'-0"
104'-11 3/8"
UNIT 1
797 GSF 39'-5 1/4"3'-2"26'-3"4'-10"5'-2 1/4"A2.2
3
A2.24
A2.2
1
A2.2 2
UNIT 2
781 GSF
UNIT 3
781 GSF
UNIT 4
1005 GSF
ROOF SHOWN
DASHED
RECESSED LIGHT
FIXTURE (E1) ABOVE,
RE: SHEET A1.5
RECESSED LIGHT
FIXTURE (E1) ABOVE,
RE: SHEET A1.5
1 2 4 6 7
A
D
8 109
B
E
53
C
11 141213
10'-9 1/4"
3'-7 3/4"
10'-7 3/8" 10'-1 1/4"
3'-11 1/4"
10'-5 3/4" 10'-4 3/8"
3'-7 3/4"
10'-1 7/8" 11'-0 1/4"
3'-7 3/4"
16'-6 3/4"3'-2"26'-3"4'-10"5'-2 1/4"39'-5 1/4"104'-11 3/8"
4:126:126:126:126:12A2.2
3
A2.24
A2.2
1
A2.2 2
UNIT 1
796 GSF
UNIT 2
782 GSF
UNIT 3
782 GSF
UNIT 4
436 GSF 6:126:12ROOF SHOWN
DASHED
1 2 4 6 7
A
D
8 109
B
E
53
C
11 141213
104'-11 3/8"
10'-9 1/4"
3'-7 3/4"
10'-7 3/8" 10'-1 1/4"
3'-11 1/4"
10'-5 3/4" 10'-4 3/8"
3'-7 3/4"
10'-1 7/8" 11'-0 1/4"
3'-7 3/4"
10'-6 3/4" 6'-0"39'-5 1/4"3'-2"26'-3"4'-10"5'-2 1/4"4:12
6:126:129:12 9:12 9:12 9:12
A2.2
3
A2.24
A2.2
1
A2.2 2
9:129:12 6:126:126:126:126:126:12BUILDING
D BUILDING
E
BUILDING
C
BUILDING
I
BUILDING
J
BUILDING
F
BUILDING
A
BUILDING
G
BUILDING
H
BUILDING
K
BUILDING
B
KEY PLAN
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 4:26:56 PMA2.1
FLOOR PLANS 4-PLEX
W/ ACCESSIBLE UNIT
KECHTER
TOWNHOMES
19_014_00
PDP SUBMITTAL
BUILDING K
(BUILDING H SIMILAR)
WS
CR
1" = 10'-0"1 LEVEL 1
1" = 10'-0"2 LEVEL 2
1" = 10'-0"3 ROOF PLAN
0 20 30 4010
GRAPHIC SCALE
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
3 FDP SUBMITTAL 02/17/2021
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
1 2 4 6 7
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
8 10953
98' -6"
GARAGE
129' -4"
TO ROOF
11 141213
10'-1 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"29'-4"100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
12467
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
8109 5 3
98' -6"
GARAGE
129' -4"
TO ROOF
11141213
29'-4"10'-7 1/8"1'-0 5/8"9'-1 1/8" 10'-1 1/8"
A/C CONDENSER
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
A D
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
B E
98' -6"
GARAGE
C
129' -4"
TO ROOF
10'-1 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"29'-4"100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
AD
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
BE
98' -6"
GARAGE
C
129' -4"
TO ROOF
10'-1 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"29'-4"ELEVATION LEGEND
SMOOTH HORIZONTAL FIBER CEMENT LAP SIDING
SMOOTH FIBER CEMENT BOARD & BATTEN SIDING
ASPHALT SHINGLE ROOF
BUILDING
D BUILDING
E
BUILDING
C
BUILDING
I
BUILDING
J
BUILDING
F
BUILDING
A
BUILDING
G
BUILDING
H
BUILDING
K
BUILDING
B
KEY PLAN
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 4:27:05 PMA2.2
ELEVATIONS 4-PLEX
W/ ACCESSIBLE UNIT
KECHTER
TOWNHOMES
19_014_00
PDP SUBMITTAL
BUILDING K
(BUILDING H SIMILAR)
WS
CR
1" = 10'-0"1 FRONT ELEVATION
1" = 10'-0"3 REAR ELEVATION
1" = 10'-0"2 SIDE ELEVATION
1" = 10'-0"4 SIDE ELEVATION
0 20 30 4010
GRAPHIC SCALE
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
3 FDP SUBMITTAL 02/17/2021
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
12467
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
8109 5 3
98' -6"
GARAGE
129' -4"
TO ROOF
11141213
29'-4"1'-6"9'-1 1/8"1'-0 5/8"9'-1 1/8" 10'-1 1/8"
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
AD
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
BE
98' -6"
GARAGE
C
129' -4"
TO ROOF
10'-1 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"29'-4"100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
1 2 4 6 7
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
8 10953
98' -6"
GARAGE
129' -4"
TO ROOF
11 141213
10'-1 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"29'-4"100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
A D
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
B E
98' -6"
GARAGE
C
129' -4"
TO ROOF
10'-1 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"29'-4"ELEVATION LEGEND
SMOOTH HORIZONTAL FIBER CEMENT LAP SIDING
SMOOTH FIBER CEMENT BOARD & BATTEN SIDING
ASPHALT SHINGLE ROOF
EXTERIOR COLORS
ROOFING -CHARCOAL
COLOR 01 -SHERWIN WILLIAMS "EXTRA WHITE"
COLOR 02 -SHERWIN WILLIAMS "CITYSCAPE"
COLOR 01 -SHERWIN WILLIAMS "SLATE TILE"
BUILDING
D BUILDING
E
BUILDING
C
BUILDING
I
BUILDING
J
BUILDING
F
BUILDING
A
BUILDING
G
BUILDING
H
BUILDING
K
BUILDING
B
KEY PLAN
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 4:27:23 PMA2.3
COLOR ELEVATIONS
4-PLEX W/
ACCESSIBLE UNIT
KECHTER
TOWNHOMES
19_014_00
PDP SUBMITTAL
BUILDING K
WS
CR
1" = 10'-0"3 REAR ELEVATION
1" = 10'-0"4 SIDE ELEVATION
1" = 10'-0"1 FRONT ELEVATION
1" = 10'-0"2 SIDE ELEVATION
0 20 30 4010
GRAPHIC SCALE
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
3 FDP SUBMITTAL 02/17/2021
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
12467
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
8109 5 3
98' -6"
GARAGE
129' -4"
TO ROOF
11141213
29'-4"1'-6"9'-1 1/8"1'-0 5/8"9'-1 1/8" 10'-1 1/8"
2'-7 3/8"
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
AD
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
BE
98' -6"
GARAGE
C
129' -4"
TO ROOF
10'-1 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"29'-4"100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
1 2 4 6 7
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
8 10953
98' -6"
GARAGE
129' -4"
TO ROOF
11 141213
10'-1 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"29'-4"100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
A D
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
B E
98' -6"
GARAGE
C
129' -4"
TO ROOF
10'-1 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"29'-4"ELEVATION LEGEND
SMOOTH HORIZONTAL FIBER CEMENT LAP SIDING
SMOOTH FIBER CEMENT BOARD & BATTEN SIDING
ASPHALT SHINGLE ROOF
EXTERIOR COLORS
ROOFING -CHARCOAL
COLOR 01 -SHERWIN WILLIAMS "EXTRA WHITE"
COLOR 02 -SHERWIN WILLIAMS "CITYSCAPE"
COLOR 03 -SHERWIN WILLIAMS "REDDENED
EARTH"
BUILDING
D BUILDING
E
BUILDING
C
BUILDING
I
BUILDING
J
BUILDING
F
BUILDING
A
BUILDING
G
BUILDING
H
BUILDING
K
BUILDING
B
KEY PLAN
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 4:01:04 PMA2.3A
COLOR ELEVATIONS
4-PLEX W/
ACCESSIBLE UNIT
KECHTER
TOWNHOMES
19_014_00
PDP SUBMITTAL
BUILDING H
WS
CR
1" = 10'-0"3 REAR ELEVATION
1" = 10'-0"4 SIDE ELEVATION
1" = 10'-0"1 FRONT ELEVATION
1" = 10'-0"2 SIDE ELEVATION
0 20 30 4010
GRAPHIC SCALE
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
3 FDP SUBMITTAL 02/17/2021
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 4:27:53 PMA2.4
3D VIEWS 4-PLEX W/
ACCESSIBLE UNIT
KECHTER
TOWNHOMES
19_014_00
PDP SUBMITTAL
BUILDING K
WS
CR
4 3D VIEW OF FRONT
2 3D VIEW OF FRONT
3 3D VIEW OF BACK
1 3D VIEW OF FRONT
5 3D VIEW OF BACK
6 3D VIEW OF BACK
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
3 FDP SUBMITTAL 02/17/2021
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 4:01:34 PMA2.4A
3D VIEWS 4-PLEX W/
ACCESSIBLE UNIT
KECHTER
TOWNHOMES
19_014_00
PDP SUBMITTAL
BUILDING H
WS
CR
4 3D VIEW OF FRONT
2 3D VIEW OF FRONT
3 3D VIEW OF BACK
1 3D VIEW OF FRONT
5 3D VIEW OF BACK
6 3D VIEW OF BACK
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
3 FDP SUBMITTAL 02/17/2021
UPUPUP
UP UP UP
UP
4 5 7 9 10
A
D
11 1312
B
E
86
C
14 1615123
10'-5 3/4"
3'-11 1/4"
10'-6 3/4" 10'-1 7/8"
3'-11 1/4"
10'-3" 10'-3 5/8"
3'-11 1/4"
10'-4" 10'-4 5/8"
3'-11 1/4"
10'-0 1/4" 10'-7 3/8"
3'-10 1/4"
16'-9 1/8"
129'-5 5/8"39'-5 1/4"3'-2"26'-3"4'-10"5'-2 1/4"A3.2
1
A3.24
A3.2
2
A3.2 3
UNIT 1
781 GSF
UNIT 2
768 GSF
UNIT 3
768 GSF
UNIT 4
775 GSF
UNIT 5
976 GSF
ROOF LINE
ABOVE
RECESSED LIGHT
FIXTURE (E1) ABOVE,
RE: SHEET A1.5
RECESSED LIGHT
FIXTURE (E1) ABOVE,
RE: SHEET A1.5
4 5 7 9 10
A A
D D
11 1312
B B
E E
86
C C
14 1615123
10'-5 3/4"
3'-11 1/4"
10'-6 3/4" 10'-1 7/8"
3'-11 1/4"
10'-3" 10'-3 5/8"
3'-11 1/4"
10'-4" 10'-4 5/8"
3'-11 1/4"
10'-0 1/4" 10'-7 3/8"
3'-10 1/4"
16'-9 1/8"3'-2"26'-3"4'-10"5'-2 1/4"39'-5 1/4"129'-5 5/8"4:124:124:124:12 8:128:12A3.2
1
A3.24
A3.2
2
A3.2 3
UNIT 1
768 GSF
UNIT 2
768 GSF
UNIT 3
775 GSF
UNIT 4
506 GSF
UNIT 1
781 GSF
ROOF LINE
ABOVE
4 5 7 9 10
A
D
11 1312
B
E
86
C
14 1615123
4:12129'-5 5/8"
10'-5 3/4"
3'-11 1/4"
10'-6 3/4" 10'-1 7/8"
3'-11 1/4"
10'-3" 10'-3 5/8"
3'-11 1/4"
10'-4" 10'-4 5/8"
3'-11 1/4"
10'-0 1/4" 10'-7 3/8"
3'-10 1/4"
16'-9 1/8"39'-5 1/4"3'-2"26'-3"4'-10"5'-2 1/4"4:124:126:126:126:128:12 8:12
8:12 8:12
6:126:126:126:128:128:124:12
8:128:12
A3.2
1
A3.24
A3.2
2
A3.2 3
6:126:128:12
8:128:12
8:12 8:128:12
BUILDING
D BUILDING
E
BUILDING
C
BUILDING
I
BUILDING
J
BUILDING
F
BUILDING
A
BUILDING
G
BUILDING
H
BUILDING
K
BUILDING
B
KEY PLAN
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 4:36:05 PMA3.1
FLOOR PLANS 5-PLEX
W/ ACCESSIBLE UNIT
KECHTER
TOWNHOMES
19_014_00
WS
CR
1" = 10'-0"1 LEVEL 1
1" = 10'-0"2 LEVEL 2
1" = 10'-0"3 ROOF PLAN
0 20 30 4010
GRAPHIC SCALE
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
BUILDING A (BUILDINGS
C, F, & G SIMILAR)
PDP SUBMITTAL
3 FDP SUBMITTAL 02/17/2021
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
4 5 7 9 10
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
11 131286
98' -6"
GARAGE
129' -4"
TO ROOF
14 1615123
10'-1 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"29'-4"100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
457910
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
111312 8 6
98' -6"
GARAGE
129' -4"
TO ROOF
141615 123
29'-4"1'-6"9'-1 1/8"1'-0 5/8"9'-1 1/8" 10'-1 1/8"
A/C CONDENSER
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
A D
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
B E
98' -6"
GARAGE
C
129' -4"
TO ROOF
10'-1 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"29'-4"100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
AD
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
BE
98' -6"
GARAGE
C
129' -4"
TO ROOF
10'-1 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"29'-4"ELEVATION LEGEND
SMOOTH HORIZONTAL CEMENT BOARD LAP SIDING
SMOOTH FIBER CEMENT BOARD & BATTEN SIDING
ASPHALT SHINGLE ROOF
BUILDING
D BUILDING
E
BUILDING
C
BUILDING
I
BUILDING
J
BUILDING
F
BUILDING
A
BUILDING
G
BUILDING
H
BUILDING
K
BUILDING
B
KEY PLAN
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 4:36:14 PMA3.2
ELEVATIONS 5-PLEX
W/ ACCESSIBLE UINIT
KECHTER
TOWNHOMES
19_014_00
WS
CR
1" = 10'-0"1 FRONT ELEVATION
0 20 30 4010
GRAPHIC SCALE
1" = 10'-0"2 REAR ELEVATION
1" = 10'-0"3 SIDE ELEVATION
1" = 10'-0"4 SIDE ELEVATION
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
BUILDING A (BUILDINGS
C, F, & G SIMILAR)
PDP SUBMITTAL
3 FDP SUBMITTAL 02/17/2021
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
4 5 7 9 10
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
11 131286
98' -6"
GARAGE
129' -4"
TO ROOF
14 1615123
10'-1 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"29'-4"100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
AD
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
BE
98' -6"
GARAGE
C
129' -4"
TO ROOF
10'-1 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"29'-4"100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
457910
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
111312 8 6
98' -6"
GARAGE
129' -4"
TO ROOF
141615 123
29'-4"1'-6"9'-1 1/8"1'-0 5/8"9'-1 1/8" 10'-1 1/8"
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
A D
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
B E
98' -6"
GARAGE
C
129' -4"
TO ROOF
10'-1 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"29'-4"ELEVATION LEGEND
SMOOTH HORIZONTAL CEMENT BOARD LAP SIDING
SMOOTH FIBER CEMENT BOARD & BATTEN SIDING
ASPHALT SHINGLE ROOF
EXTERIOR COLORS
ROOFING -CHARCOAL
COLOR 01 -SHERWIN WILLIAMS "CITYSCAPE"
COLOR 02 -SHERWIN WILLIAMS "ROJO DUST"
COLOR 03 -SHERWIN WILLIAMS "EXTRA WHITE"
BUILDING
D BUILDING
E
BUILDING
C
BUILDING
I
BUILDING
J
BUILDING
F
BUILDING
A
BUILDING
G
BUILDING
H
BUILDING
K
BUILDING
B
KEY PLAN
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 4:36:33 PMA3.3
COLOR ELEVATIONS
5-PLEX W/
ACCESSIBLE UNIT
KECHTER
TOWNHOMES
19_014_00
WS
CR
1" = 10'-0"1 FRONT ELEVATION
1" = 10'-0"4 SIDE ELEVATION
1" = 10'-0"2 REAR ELEVATION
1" = 10'-0"3 SIDE ELEVATION
0 20 30 4010
GRAPHIC SCALE
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
BUILDING A (BUILDING
F SIMILAR)
PDP SUBMITTAL
3 FDP SUBMITTAL 02/17/2021
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
4 5 7 9 10
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
11 131286
98' -6"
GARAGE
129' -4"
TO ROOF
14 1615123
10'-1 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"29'-4"100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
AD
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
BE
98' -6"
GARAGE
C
129' -4"
TO ROOF
10'-1 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"29'-4"100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
457910
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
111312 8 6
98' -6"
GARAGE
129' -4"
TO ROOF
141615 123
29'-4"1'-6"9'-1 1/8"1'-0 5/8"9'-1 1/8" 10'-1 1/8"
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
A D
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
B E
98' -6"
GARAGE
C
129' -4"
TO ROOF
10'-1 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"29'-4"ELEVATION LEGEND
SMOOTH HORIZONTAL FIBER CEMENT LAP SIDING
SMOOTH FIBER CEMENT BOARD & BATTEN SIDING
ASPHALT SHINGLE ROOF
EXTERIOR COLORS
ROOFING -CHARCOAL
COLOR 01 -SHERWIN WILLIAMS "UNCERTAIN GRAY"
COLOR 02 -SHERWIN WILLIAMS "ALMOND ROCA"
COLOR 03 -SHERWIN WILLIAMS "EXTRA WHITE"
COLOR 04 -SHERWIN WILLIAMS "DISTANCE"
BUILDING
D BUILDING
E
BUILDING
C
BUILDING
I
BUILDING
J
BUILDING
F
BUILDING
A
BUILDING
G
BUILDING
H
BUILDING
K
BUILDING
B
KEY PLAN
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 4:44:58 PMA3.3A
COLOR ELEVATIONS
5-PLEX W/
ACCESSIBLE UNIT
KECHTER
TOWNHOMES
19_014_00
WS
CR
1" = 10'-0"1 FRONT ELEVATION
1" = 10'-0"4 SIDE ELEVATION
1" = 10'-0"2 REAR ELEVATION
1" = 10'-0"3 SIDE ELEVATION
0 20 30 4010
GRAPHIC SCALE
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
BUILDING C (BUILDING
G SIMILAR)
PDP SUBMITTAL
3 FDP SUBMITTAL 02/17/2021
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 4:37:11 PMA3.4
3D VIEWS 5-PLEX W/
ACCESSIBLE UNIT
KECHTER
TOWNHOMES
19_014_00
WS
CR
1 3D VIEW OF FRONT
2 3D VIEW OF FRONT
3 3D VIEW OF BACK
5 3D VIEW OF BACK
6 3D VIEW OF BACK
4 3D VIEW OF FRONT
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
BUILDING A (BUILDING
F SIMILAR)
PDP SUBMITTAL
3 FDP SUBMITTAL 02/17/2021
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 4:45:28 PMA3.4A
3D VIEWS 5-PLEX W/
ACCESSIBLE UNIT
KECHTER
TOWNHOMES
19_014_00
WS
CR
1 3D VIEW OF FRONT43D VIEW OF FRONT
3 3D VIEW OF BACK
5 3D VIEW OF BACK 2 3D VIEW OF FRONT
6 3D VIEW OF BACK
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
BUILDING C (BUILDING
G SIMILAR)
PDP SUBMITTAL
3 FDP SUBMITTAL 02/17/2021
UPUPUPUP
UP UP UP
UP UP
4 5 7 9
A
D
1312
B
E
86
C
321
10'-9 1/4" 3'-7 3/4" 10'-7 3/8" 10'-1 1/4" 3'-11 1/4" 10'-6 3/8" 10'-3 3/4" 3'-7 3/4" 20'-8 5/8" 3'-11 1/4" 10'-6 3/8" 10'-3 3/4" 3'-7 3/4" 10'-6 3/4" 10'-1 7/8" 14'-5"
147'-10 1/8"39'-5 1/4"3'-2"26'-3"4'-10"5'-2 1/4"UNIT 1
781 GSF
UNIT 2
761 GSF
UNIT 3
768 GSF
UNIT 4
781 GSF
A4.2
1
A4.24
A4.2
2
A4.2 3
11 15 16 17 1814
UNIT 5
781 GSF
UNIT 6
781 GSF
RECESSED LIGHT
FIXTURE (E1) ABOVE,
RE: SHEET A1.5
RECESSED LIGHT
FIXTURE (E1) ABOVE,
RE: SHEET A1.5
4 5 7 9
A
D
1312
B
E
86
C
321
10'-9 1/4" 3'-7 3/4" 10'-7 3/8" 10'-1 1/4" 3'-11 1/4" 10'-6 3/8" 10'-3 3/4" 3'-7 3/4" 20'-8 5/8" 3'-11 1/4" 10'-6 3/8" 10'-3 3/4" 3'-7 3/4" 10'-6 3/4" 10'-1 7/8" 14'-5"3'-2"26'-3"4'-10"5'-2 1/4"39'-5 1/4"147'-10 1/8"6:126:124:12 4:12 4:12 4:12
A4.2
1
A4.24
A4.2
2
A4.2 3
UNIT 1
781 GSF
UNIT 2
761 GSF
UNIT 3
768 GSF
UNIT 4
781 GSF
11 15 16 17 1814
6:124:124:12
UNIT 5
781 GSF 6:12UNIT 6
781 GSF
OPEN TO
GARAGE
BELOW
4 5 7 9
A
D
1312
B
E
86
C
321
147'-10 1/8"
10'-9 1/4"
3'-7 3/4"
10'-7 3/8" 10'-1 1/4"
3'-11 1/4"
10'-6 3/8" 10'-3 3/4"
3'-7 3/4"
20'-8 5/8"
3'-11 1/4"
10'-6 3/8" 10'-3 3/4"
3'-7 3/4"
10'-6 3/4" 10'-1 7/8" 14'-5"
9:12
9:12 8:128:12A4.2
1
A4.24
A4.2
2
A4.2 3
11 15 16 17 1814
39'-5 1/4"3'-2"26'-3"4'-10"5'-2 1/4"6:126:126:128:126:126:129:12
9:12
9:12
6:128:129:126:129:12
9:12
9:12
9:12
9:12
9:129:12
9:12 9:12 9:12 9:12
BUILDING
D BUILDING
E
BUILDING
C
BUILDING
I
BUILDING
J
BUILDING
F
BUILDING
A
BUILDING
G
BUILDING
H
BUILDING
K
BUILDING
B
KEY PLAN
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 4:52:46 PMA4.1
FLOOR PLANS 6-PLEX
KECHTER
TOWNHOMES
Project # 19_014_00
WS
CR
1" = 10'-0"1 LEVEL 1
1" = 10'-0"2 LEVEL 2
1" = 10'-0"3 ROOF PLAN
0 20 30 4010
GRAPHIC SCALE
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
BUILDING E (BUILDINGS
J & I SIMILAR)
PDP SUBMITTAL
3 FDP SUBMITTAL 02/17/2021
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
4 5 7 9
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
131286
98' -6"
GARAGE
132' -5"
TO ROOF
321 11 15 16 17 1814
119' -1 3/4"
TO PLATE LEVEL 2
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
4579
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
13 12 8 6
98' -6"
GARAGE
132' -5"
TO ROOF
3 2 1
32'-5"10'-7 1/8"1'-0 5/8"9'-1 1/8" 13'-2 1/8"
111516171814
119' -1 3/4"
TO PLATE LEVEL 2
A/C CONDENSER
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
A D
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
B E
98' -6"
GARAGE
C
132' -5"
TO ROOF
13'-2 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"32'-5"119' -1 3/4"
TO PLATE LEVEL 2
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
AD
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
BE
98' -6"
GARAGE
C
132' -5"
TO ROOF
13'-2 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"32'-5"119' -1 3/4"
TO PLATE LEVEL 2
ELEVATION LEGEND
SMOOTH HORIZONTAL FIBER CEMENT LAP SIDING
SMOOTH FIBER CEMENT BOARD & BATTEN SIDING
ASPHALT SHINGLE ROOF
BUILDING
D BUILDING
E
BUILDING
C
BUILDING
I
BUILDING
J
BUILDING
F
BUILDING
A
BUILDING
G
BUILDING
H
BUILDING
K
BUILDING
B
KEY PLAN
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 4:53:00 PMA4.2
ELEVATIONS 6-PLEX
KECHTER
TOWNHOMES
Project # 19_014_00
WS
CR
1" = 10'-0"1 FRONT ELEVATION
1" = 10'-0"2 REAR ELEVATION
1" = 10'-0"3 SIDE ELEVATION
1" = 10'-0"4 SIDE ELEVATION
0 20 30 4010
GRAPHIC SCALE
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
BUILDING E (BUILDINGS
J & I SIMILAR)
PDP SUBMITTAL
3 FDP SUBMITTAL 02/17/2021
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
4 5 7 9
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
131286
98' -6"
GARAGE
132' -5"
TO ROOF
321 11 15 16 17 1814
33'-11"13'-2 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
AD
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
BE
98' -6"
GARAGE
C
132' -5"
TO ROOF
13'-2 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"32'-5"100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
4579
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
13 12 8 6
98' -6"
GARAGE
132' -5"
TO ROOF
3 2 1
32'-5"10'-7 1/8"1'-0 5/8"9'-1 1/8" 13'-2 1/8"
111516171814
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
A D
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
B E
98' -6"
GARAGE
C
132' -5"
TO ROOF
13'-2 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"32'-5"ELEVATION LEGEND
SMOOTH HORIZONTAL FIBER CEMENT LAP SIDING
SMOOTH FIBER CEMENT BOARD & BATTEN SIDING
ASPHALT SHINGLE ROOF
EXTERIOR COLORS
ROOFING -CHARCOAL
COLOR 01 -SHERWIN WILLIAMS "SLATE TILE"
COLOR 02 -SHERWIN WILLIAMS "REDDENED EARTH"
COLOR 03 -SHERWIN WILLIAMS "GARDENIA"
COLOR 04 -SHERWIN WILLIAMS "DRIFT OF MIST"
COLOR 05 -SHERWIN WILLIAMS "MOTH WING"
COLOR 06 -SHERWIN WILLIAMS "EXTRA WHITE"
BUILDING
D BUILDING
E
BUILDING
C
BUILDING
I
BUILDING
J
BUILDING
F
BUILDING
A
BUILDING
G
BUILDING
H
BUILDING
K
BUILDING
B
KEY PLAN
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 4:53:08 PMA4.3
COLOR ELEVATIONS
6-PLEX
KECHTER
TOWNHOMES
Project # 19_014_00
WS
CR
1" = 10'-0"1 FRONT ELEVATION
1" = 10'-0"4 SIDE ELEVATION
1" = 10'-0"2 REAR ELEVATION
1" = 10'-0"3 SIDE ELEVATION
0 20 30 4010
GRAPHIC SCALE
0 20 30 4010
GRAPHIC SCALE
0 20 30 4010
GRAPHIC SCALE
0 20 30 4010
GRAPHIC SCALE
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
BUILDING E (BUILDING I
SIMILAR)
PDP SUBMITTAL
3 FDP SUBMITTAL 02/17/2021
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
4 5 7 9
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
131286
98' -6"
GARAGE
132' -5"
TO ROOF
321 11 15 16 17 1814
33'-11"13'-2 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
AD
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
BE
98' -6"
GARAGE
C
132' -5"
TO ROOF
13'-2 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"32'-5"100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
4579
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
13 12 8 6
98' -6"
GARAGE
132' -5"
TO ROOF
3 2 1
32'-5"10'-7 1/8"1'-0 5/8"9'-1 1/8" 13'-2 1/8"
111516171814
100' -0"
LEVEL 1
109' -1 1/8"
TO PLATE LEVEL 1
A D
110' -1 3/4"
LEVEL 2
119' -2 7/8"
TO PLATE LEVEL 2
B E
98' -6"
GARAGE
C
132' -5"
TO ROOF
13'-2 1/8"9'-1 1/8"1'-0 5/8"9'-1 1/8"1'-6"32'-5"ELEVATION LEGEND
SMOOTH HORIZONTAL FIBER CEMENT LAP SIDING
SMOOTH FIBER CEMENT BOARD & BATTEN SIDING
ASPHALT SHINGLE ROOF
EXTERIOR COLORS
ROOFING -LIGHT GRAY
COLOR 01 -SHERWIN WILLIAMS "ACACIA HAZE"
COLOR 02 -SHERWIN WILLIAMS "REDDENED EARTH"
COLOR 03 -SHERWIN WILLIAMS "MANOR HOUSE"
COLOR 04 -SHERWIN WILLIAMS "DRIFT OF MIST"
COLOR 05 -SHERWIN WILLIAMS "MOTH WING"
COLOR 06 -SHERWIN WILLIAMS "EXTRA WHITE"
BUILDING
D BUILDING
E
BUILDING
C
BUILDING
I
BUILDING
J
BUILDING
F
BUILDING
A
BUILDING
G
BUILDING
H
BUILDING
K
BUILDING
B
KEY PLAN
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 5:01:57 PMA4.3A
COLOR ELEVATIONS
6-PLEX
KECHTER
TOWNHOMES
Project # 19_014_00
PDP SUBMITTAL
BUILDING J
WS
CR
1/8" = 1'-0"1 FRONT ELEVATION
1/8" = 1'-0"4 SIDE ELEVATION
1/8" = 1'-0"2 REAR ELEVATION
1/8" = 1'-0"3 SIDE ELEVATION
0 16 24 328
GRAPHIC SCALE
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
3 FDP SUBMITTAL 02/17/2021
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 4:54:11 PMA4.4
3D VIEWS 6-PLEX
KECHTER
TOWNHOMES
Project # 19_014_00
WS
CR
2 3D VIEW OF FRONT
4 3D VIEW OF FRONT 1 3D VIEW OF FRONT
3 3D VIEW OF BACK
5 3D VIEW OF BACK
6 3D VIEW OF BACK
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
BUILDING E (BUILDING I
SIMILAR)
PDP SUBMITTAL
3 FDP SUBMITTAL 02/17/2021
COPYRIGHTPLOT DATE:C
PROJECT No:
Sheet Issue & Revision Log
No DateDescription
DRAWN BY:
REVIEWED BY:
DRAWING NUMBER:
SEAL:
E N T IT L E M E N T D R A W IN G S N O T F O R C O N S T R U C T IO N
ORIGINAL SIZE 24X36
No
REVISIONS
FORT COLLINS, CO
PREPARED BY:
FORT COLLINS, CO
KECHTER TWG, LLP.
Ryan Kelly
p. 317.559.7009
e. rkelly@twgdev.com
ARCHITECT
STUDIO ARCHITECTURE
Aldo Sebben
3575 Ringsby Ct. Suite 300C
Denver, CO 80216
p. 303.250.9525
ENGINEER
NORTHERN ENGINEERING
Andy Reese
301 N. Howes St. Suite 100
Fort Collins, CO 80521
p. 970.221.4158
It is the client's responsibility prior to or during construction to notify the
architect in writing of any perceived errors or omissions in the plans and
specifications of which a contractor thoroughly knowledgeable with the
building codes and methods of construction should reasonably be aware.
Written instructions addressing such perceived errors or omissions shall be
received from the architect prior to the client or client's subcontractors
proceeding with the work. The client shall be responsible for any defects in
construction if these procedures are not followed.
419 Canyon Ave. Suite 200 Fort Collins, CO 80521
phone 970.224.5828 fax 970.225.6657 www.ripleydesigninc.com
DateDescription
12/11/2020 5:02:23 PMA4.4A
3D VIEWS 6-PLEX
KECHTER
TOWNHOMES
Project # 19_014_00
PDP SUBMITTAL
BUILDING J
WS
CR
2 3D VIEW OF FRONT
4 3D VIEW OF FRONT 1 3D VIEW OF FRONT
3 3D VIEW OF BACK
5 3D VIEW OF BACK
6 3D VIEW OF BACK
1 PDP SUBMITTAL 07/22/2020
2 PDP SUBMITTAL #2 12/23/2020
3 FDP SUBMITTAL 02/17/2021