HomeMy WebLinkAboutTramway Board Variance 200805GORSUCH HAUS
LIFT ONE ASPEN MOUNTAIN
COLORADO PASSENGER SAFETY TRAMWAY BOARD
SETBACK VARIANCE REQUEST
PREPARED FOR
ASPEN SKIING COMPANY
MAY 25, 2020
REVISED AUGUST 5,2020
COMPILED BY
120 EAST MAIN STREET
ASPEN, CO 81611
970.925.8354
Gorsuch Haus Arrival | Aspen, CO
On the Cover: Gorsuch Haus | Aspen, CO
INTRODUCTION
PROJECT DESCRIPTION
LIFT 1A REPLACEMENT
LIFT CORRIDOR EXTENT
LOCAL FIRE PROTECTION
ASPEN FIRE DEPARTMENT
FIRE ACCESS AND STAGING
SURROUNDING IMPROVEMENTS
ARCHITECTURAL SITE PLAN
PREPARED BY 4240
ARCHITECTURAL FLOOR PLANS
PREPARED BY 4240
WALL SECTIONS
PREPARED BY 4240
WALL ASSEMBLIES
PREPARED BY 4240
SUPPORTING MATERIALS
EXTERIOR MATERIALS AND FIRE / LIFE SAFETY STRATEGY
PREPARED BY 4240
CODE COMPLIANCE NARRATIVE
PREPARED BY JENSEN HUGHES
CPTSB FIRE & LIFE SAFTEY REQUIREMENTS
PREPARED BY BG BUILDINGWORKS
DEVELOPMENT TEAM
INTRODUCTION
1. PROJECT DESCRIPTION
The Gorsuch Haus is a proposed Lodge at the west portal to Aspen Mountain. The site at the
base of the mountain and adjacent to recreation and skiing represents an ideal hotel site. This
modest sized hotel provides 81 hotel rooms. This Project is the right size, in a good location,
and fulfills an important need in our tourist-based economy. This application describes a
variance request to the Colorado Passenger Safety Tramway Board to accommodate the lift
replacement and the mixed-use lodge program of the Gorsuch Haus.
Together with the replacement of Lift 1A, surrounding base area improvements and the
proposed Lift One Lodge, the Gorsuch Haus represents a component of the Lift One
Corridor. The Lift Corridor is multiple parcels that can meet the needs of providing the
replacement lift closer to the core of Aspen. The developers for the Gorsuch Haus and
Lift One Lodge have collaborated with Aspen Skiing Company, the City of Aspen and Lift
One Lodge to achieve consensus in locating the replacement of Lift 1A at Dean Street
and develop a vision that reflects the Aspen community needs. Replacement of Lift 1A is
essential to retaining World Cup skiing in Aspen as has been made clear by FIS, the Cup
governing body. Lift replacement, in turn, necessitates investment in the overall base area to
upgrade insufficient infrastructure, improve accessibility and provide a supportive community
focal point.
The Lift One Corridor Plan is forward-thinking and ensures that this area serves as a new
portal to Aspen Mountain. The components of the plan encourage a much larger vision than
provided by individual projects. Great community benefit is realized though the replacement
of the lift, the continuation of the skiway to Town and the expanded public amenities.
To accommodate replacement of the lift and redevelopment of the western portal to Aspen
Mountain, proposed improvements will activate this part of town with critical infrastructure
improvements, lodging and community-oriented spaces, resulting in a high level of public
benefit.
The Project Site Plan (Figure 1) identifies the major components of the Project (listed below)
in relation to the Colorado Passenger Safety Tramway Board setbacks and ANSI standards.
a. Lift corridor and realigned lift towers
b. New pedestrian walkways and street crosswalks connecting to the site
c. Gorsuch Haus Mixed Use Lodge will include:
• 81 hotel lodging rooms
• 4 free-market multi-family units
• 1 affordable housing unit
• Underground structured parking with 56 spaces
• Outdoor restaurant/après ski deck with direct ski-in/ski-out access
• Indoor restaurant and bar
• Hotel amenity space
d. World cup race staging area
e. Relocated ski operations access road
f. Snowcat turnaround and ski return
g. Expanded South Aspen Street cul-de-sac and other infrastructure improvements that
relate to the neighborhood
Figure 1: Project Site Plan
30
28
26 27
29
12
11
8
103637
9
3231
14
13
18
16 1517
353433
3
2 4
5
7
2025
19 24 212223
ANSI Airspace Clearance
TOWER 4
TOWER 5
CARRIER EDGE
CABLE GUAGE - TELEMIX
CPTSB Airspace Requirement
CENTERLINE ALIGNMENT
TOWER 6
August 5, 2020
DESIGN WORKSHOP
Landscape Architecture · Land Planning · Urban Design · Tourism Planning
120 East Main Street · Aspen, Colorado 81611 · 970-925-8354 Facsimile 970-920-1387NORTH0
ORIGINAL SCALE:
10 20 40
1"=20'-00"
16'
100'
MIN 60'
*per SE
Group
SHADOWMOUNTAINCONDOMINIUMS
G o r s u c h H a u s
Site Plan
A s p e n , C o l o r a d o
HILL STR
E
E
T
R
O
W
SO
U
T
H
A
S
P
E
N
ST
R
E
E
T
GORSUCH
H
A
U
S
FOOTPRIN
T
81 KEYS
PROPOSED
LIFT ONE
LODGE
FOOTPRINT
MOUNTAIN
QUEEN
CONDOMINIUMS
60-foot Minimum Skiway
Shadow Mountain Lift, Proposed Tower
Locations and Required Setback
Gorsuch Haus Property Boundary
Gorsuch Haus Property Boundary Setback
Building Below Grade
Building Overhead
Skier Access to Gorsuch Haus Public Amenities
World Cup Terrace
Restaurant Terrace
Pedestrian Access to Gorsuch Haus Public
Amenities
Gorsuch Haus Arrival and Guest Check-In
South Aspen Street Cul-de-Sac
Aspen Skiing Company Plaza
Snowcat Turnaround
Mountain Access Road
Enclosed Utilities (Transformer, Recloser)
Neighborhood Skier Access to Dean Street Lift
Terminal
Pedestrian Stair Connection
Existing Trees/Shrubs to be Removed
Skier Return to Adjacent Properties
SITE PLAN NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
1
2
34
5
67
8
9
10
11
12
13
14
15
16
17
PROPOSED
LIFT ONE
LODGE
FOOTPRINT
18
18
19
19
44'-412"
5'
17'-10"
9'-412"
20
20
12'-10"
2. LIFT 1A REPLACEMENT
The replacement of the existing Lift 1A
terminal has been relocated to a planned
Dean Street location. The City of Aspen
organized a one-year process to determine
the location of the replacement for Lift 1A.
This has involved numerous stakeholders
including the Lift One Lodge property,
Aspen Skiing Company, Aspen Historical
Society, City of Aspen Departments, and
Gorsuch Haus. Following the study of the
neighborhood by a SE Group, a third-party
consultant, City Council selected several
options to develop further.
Phase Two of the study examined the
lift terminal location and design of these
options in further detail. The Final Report
presented in a Council Work Session
May 15, 2018 included three-dimensional
studies, grading, lift profiles, and the width
of corridors for lift and skiway return.
The lower lift to a terminal site at Dean
Street was determined by City Council
as the location preferred. The Gorusch
Haus Site Plan and information contained
in this variance request is consistent
with the depiction in the Lift 1A Corridor
Assessment.
Figure 2. Lift One Corridor illustrates the
proposed lift corridor context at the base of
Aspen Mountain.
3. LIFT CORRIDOR EXTENT
The Lift One Corridor extends to new top
terminal located slightly west of the original
location. A clear line of site is maintained
from the lift operator building at the Dean
Street load terminal clear through the
proposed development at Lift One Lodge to
Gorsuch Haus.
Figure 2: Proposed Lift One Base Area Redevelopment
7
1. ASPEN FIRE PROTECTION DISTRICT
Aspen Volunteer Fire Department and career staff is made up of 43 individuals serving the City of Aspen in addition
to Woody Creek and the entire 87 square miles that make up the District. The Aspen Fire Department is a full service
fire department providing services ranging from fire suppression and prevention, wildfire, hazardous materials
mitigation, motor vehicle and aircraft accidents, technical rope rescue, as well as emergency medical and other
emergencies that may require a quick and professional response of equipment and personnel to help mitigate any
number of potential threats to life and property within the Aspen Fire District and beyond.
The Aspen Fire Department Operates from 4 strategically located stations which houses a total of 10 apparatus
which include 4 structure engines, 2 wildfire engines, 2 rescue trucks, 1 water tender and our 104’ ladder truck. The
District continues to modernize firefighting tactics, equipment, protective gear and fire codes as advancements occur
in order to protect over $21.5 billion in property located in the District.
The Aspen Fire Protection District provides 24-hour emergency response to a wide variety of critical situations,
including structural, wildland, and urban interface fires, explosions, hazardous materials incidents, medical
emergencies, accidents, auto extrication, swiftwater rescue, ice, low-angle rope, trench, confined space rescue, and
miscellaneous public assistance requests. In addition, the fire department has the capability to respond to emergency
medical needs, including basic life support.
The department also operates active fire prevention and emergency preparedness programs which provides for fire
inspections, hazardous process permitting, burn permits, fire code enforcement, community education, and business
emergency planning in accordance with Colorado laws. Each year the Aspen Fire Protection District spends over
4,000 hours completing hands-on training activities, which build important practical skills and provide each firefighter
with the abilities needed to quickly and correctly respond to all types of emergency situations.
2. FIRE ACCESS AND STAGING
The nearest Aspen Fire Department
location is approximately 4 minutes from
the Gorsuch Haus site, allowing for quick
response in the event of a fire. See Figure
3. To reach the site, emergency responders
would travel south, or uphill on South Aspen
Street where the street is proposed to
culminate in a cul-de-sac design to City of
Aspen Engineering Standards. This cul-
de-sac has a minimum 50ft turning radius
and is no less than 100ft in diameter. The
Fire Truck Access and Staging Exhibit
included in this application depicts the
turning movement of a fire truck as well as
established points for fire truck staging. The
fire access and staging points have been
thoroughly discussed with the City’s Deputy
Fire Chief.
3. SURROUNDING IMPROVEMENTS
In addition to site improvements to assist in
rapid emergency response times, Gorsuch
Haus will be installing a dry stand pipe
fire suppression system on the east side
of the skiway adjacent to the Mountain
Queen Condominiums to enhance the
neighborhood fire protection.
Figure 3: Proximity of Fire Department to Project Site
LOCAL FIRE PROTECTION
8 |
ORIGINAL SIZE 24X36
PREPARED BY SOPRIS ENGINEERING
FIRE TRUCK ACCESS AND STAGING
22.0'±
FL-FL
SUPPORT FIRE TRUCKS
(PUMPER)
SECOND ARRIVING AERIAL FIRE TRUCK (LADDER) ENTERS
CUL-DE-SAC CLOCKWISE. OUTRIGGERS ENGAGED AND
WITHIN PAVED PORTION OF CUL-DE-SAC; IF NEEDED THIS
SECOND AERIAL MASTER (ALPHA-BRAVO) CAN BE SUPPLIED
BY THE ADJACENT FIRE HYDRANT
STAGED AMBULANCE
ALONG S. ASPEN STREET
LA
N
D
S
C
A
P
E
B
U
F
F
E
R
SN
O
W
M
E
L
T
S
I
D
E
W
A
L
K
SN
O
W
M
E
L
T
S
I
D
E
W
A
L
K
EXISTING HYDRANT
PROPOSED
HYDRANT
FIRST ARRIVING ENGINE CONNECTS TO NEW HYDRANT
AND SUPPLIES THE FDC TO SUPPORT THE FIRE
SPRINKLER SYSTEM. APPARATUS ENTERS CLOCKWISE
TO PLACE THE PUMP PANEL ON THE STRUCTURE SIDE
FOR IMPROVED VISIBILITY.
PROPOSED FDC
FIRST ARRIVING AERIAL FIRE TRUCK POSITIONED AT
THE NORTHWEST CORNER OF THE BUILDING
(ALPHA-DELTA CORNER) & ENTERS CUL-DE-SAC
COUNTERCLOCKWISE. CONNECTS TO EXISTING FIRE
HYDRANT ALONG S. ASPEN STREET TO PROVIDE AN
ELEVATED MASTER STREAM AS NECESSARY.
HATCHED AREA REFLECTS PROPOSED PLAZA/PORTE
COCHERE/LOADING DOCK AREA;BE ADVISED THIS AREA MAY BE OCCUPIED WITH
LOADING/UNLOADING VEHICLES BUT COULD ALSO PROVIDE
ADDITIONAL FIRE DEPARTMENT ACCESS DURING AN
EMERGENCY
FDC SUPPLY LINES
SUPPLY LINE
MOUNTABLE CURB
ADJACENT TO PLAZA
SUPPLY LINE
MOUNTABLE CURB AROUND PERIMETER OF
ISLAND
LIMITS OF PROPOSED
SNOWMELT ASSOCIATED WITH
CUL-DE-SAC IMPROVEMENTS
APPROX. LOCATION OF GRADE BREAK
FROM S. ASPEN STREET TO CUL-DE-SAC
WA
L
L
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
10
ISSUE DATE:
SHEET NUMBER
REVIEWED:DRAWN:
REVISIONS
GO
R
S
U
C
H
H
A
U
S
NO
R
W
A
Y
I
S
L
A
N
D
,
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
W W W . S O P R I S E N G . C O M
F
e
b
2
5
,
2
0
2
0
-
2
:
5
4
p
m
G:
\
2
0
1
5
\
1
5
1
0
1
.
0
6
-
G
o
r
s
u
c
h
H
a
u
s
\
C
I
V
I
L
\
C
i
v
i
l
D
W
G
s
\
P
L
O
T
\
C
.
1
.
0
3
F
I
R
E
S
T
A
G
I
N
G
E
X
H
I
B
I
T
1
5
1
0
1
.
0
6
.
d
w
g
CJB JKS
C.1.03
OPRIS ES NGINEERING, LLC.
CIVIL CONSULTANTS
502 MAIN STREET
CARBONDALE, CO 81623
(970) 704-0311
FAX: (970)-704-0313
EMERGENCY
FIRE STAGING
PLAN
FIRE TRUCK BODY
ANTICIPATED LIMITS OF OUTRIGGERS
GENERAL NOTE:
DUE TO THE EXTREME TERRAIN CHALLENGE OF CONSTRUCTION ON
A SKI SLOPE, IT IS UNDERSTOOD THAT FIREFIGHTING OPERATIONS
WILL BE CONDUCTED WITHIN AND THROUGHOUT THE STRUCTURE
VIA STANDPIPE CONNECTIONS (SIMILAR TO COMMON HIGH-RISE
OPERATIONS). A FIRE COMMAND CENTER IS BEING PROVIDED TO
FURTHER ASSIST IN COORDINATING INTERIOR FIRE OPERATIONS.
S. ASPEN STREET
SNOWMELT AREA
PROPOSED PLAZA, UNLOADING/LOADING &
PORTE COCHERE AREA
NOTE:
THESE PLANS ARE CONCEPTUAL OR ILLUSTRATIVE IN NATURE. PRECISE INFORMATION SHALL BE PROVIDED AS
PART OF THE BUILDING PERMIT APPLICATION, AND IN SITUATIONS WHERE THE FINAL PD DEVELOPMENT
PLANS AND APPROVED BUILDING PERMIT DIFFER, THE APPROVED BUILDING PERMIT SHALL RULE.
2020-01-15 DRAFT-DETAILED REVIEW
PROJECT NUMBER:15101.06
2
PROJECT
DETAILED
REVIEW
3-2-20203 DETAILED REVIEW
9
ARCHITECTURAL SITE PLAN
ORIGINAL SIZE 24X36
PREPARED BY 4240
DN
DN
DN
DN
DN
DN
DN
DN
DN
DN
7995
7990
7985
TOWER 6
TOWER 4
LIFT CENTERLINE ALIGNMENT
CPTSB AIRSPACE REQUIREMENT
D301
D302
D303
D304
D305
D301
D302
D303
D304
D305
CPTSB AIRSPACE REQUIREMENT
ANSI AIRSPACE CLEARANCE
CARRIER EDGE
CABLE GUAGE - TELEMIX
CENTERLINE ALIGNMENT
9' - 4 1/2"
12' - 10"
5' - 0"
44' - 4 1/2"
TOWER 5
SHEET NOTES:
1. REFER TO CIVIL DRAWINGS FOR
TOPOGRAPHY & UTILITIES
2. REFER TO LANDSCAPE DRAWINGS
FOR PLANTING & MATERIALS
NOTE: DIMENSIONS ON THIS SHEET ARE
FOR REFERENCE ONLY AND ARE
APPROXIMATE. (RE: GRID PLAN FOR MORE
DEFINITION)
TOWER 4
TOWER 6
BOTTOM OF GONDOLA CAB
BASE: 8003.96'
TOP: 8053.24'
BASE: 8062.9'
TOP: 8116.07'SECTION_SHEET D305SECTION_SHEET D304
SECTION_SHEET D303
SECTION_SHEET D302
SECTION_SHEET D301
1
2
'
-
1
0
"
TOWER 5
BASE: 8031.4'
TOP: 8088.62'
attachment: 8056.55'
attachment: 8059.45'
attachment: 8071'
attachment: 8085.42'attachment: 8106.54'
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R001
ARCHITECTURAL SITE PLAN
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1" = 20'-0"1 ARCHITECTURAL SITE PLAN
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
0'4'8'16'
SCALE:1" = 30'-0"2 LIFT SLOPE
FLOOR PLANS
ORIGINAL SIZE 24X36
PREPARED BY 4240
R200
2
R201
2
LEVEL 1 WALL ABOVE
BOILER ROOM
24' - 0"
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
1
D301
1
D302 1
D303
LIFT CENTERLINE
ALIGNMENT
CPTSB AIRSPACE
REQUIREMENT
TOWER 6
TOWER 4
1:20
1:12
PARKING
7,985.00'
AJ
2
R250
3
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
7,988.00'
21
BQ
1
R250
1
R251
A100
1
7,988.00'
7,985.50'
MA
T
C
H
L
I
N
E
PROPERTY LINE
FAN ROOM
SERVICE
ELEVATOR
PIT
ELEVATOR 1
PIT
ELEV. LOBBY
ELEVATOR 2
PIT
UP
STAIR 2
STAIR 1
TOTAL SPACES:
56 STALLS
1 4
2
3
5
6
7 8 9 1110
30
31 42
4132
35
3736
38
12 13 14 15 16 17 18 19 20 21 22
23 24 25 26 27 28 29
56
55
54
53
52
51
50 49
48
47
46
45
44
43
33
34
40
39
40
39
33
ROPE
ROPE
3
5
'
-
0
"
TOWER 5
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R100
REFERENCE PLAN - LEVEL P1
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 REFERENCE PLAN - LEVEL P1 (7988')
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
R200 1 ARRIVAL LOBBY
R200
2
R201
2
3 5' - 0"
BELL
CONCIERGE
PROPERTY LINE
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
1
D301
1
D302 1
D303
LIFT CENTERLINE
ALIGNMENTTOWER 4
AJ
2
R250
3
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1
R251
A101N
1
RECEPTION
7,998.50'
7,999.00'
MA
T
C
H
L
I
N
E
GM
VESTIBULE
ELEVATOR 2
EMERGENCY
GENERATOR
MAIN ELECTRICAL
FIRE CONTROL
CENTER
HSK SUPPORT
ELEV. LOBBY
SERVICE
STAIR 02
RECEPTION
CONTROLLER
MENSWOMENS
TELECOM
FIRE PUMP
WATER ENTRY
ELEVATOR 1
VALET
LUGGAGE
ENGINEERING
SKI STORAGE
SECURITY
MULTI-USE
RECEIVING
CUST.
BREAK ROOMHR
ACCT
OFFICE
OWNERS
STORAGE
SALES
LOADING /
RECEIVING
UNIFORM
ADMIN
SERVICE
CORRIDOR
MECH
DN
PARKING GARAGE
VENTILATION
FIREPLACE
TRASH AND RECYCLING
approx. 12'x33' = 400sf
DEDICATED TRASH/RECYCLING AREA.
PERMANENT MARKINGS ON WALL AND FLOOR
TO INDICATE AREA NOT TO BE USED FOR ANY
OTHER PURPOSE.
GREASE
INTERCEPTOR
ROPE
ROPE
CPTSB AIRSPACE
REQUIREMENT
3
5
'
-
0
"
TOWER 6
TOWER 5
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R101
REFERENCE PLAN - LEVEL 01
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 REFERENCE PLAN - LEVEL 01 (7999')
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
R200 1
WARMING
KITCHEN
R200
2
R201
2
ELECTRICAL
MEETING /
BANQUET
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
1
D301
1
D302 1
D303
LIFT CENTERLINE
ALIGNMENT
TOWER 4
AJ
2
R250
3
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1
R251
A102N
1
MECHANICAL
AFFORDABLE
HOUSING UNIT
8,009.50'
MA
T
C
H
L
I
N
E
PROPERTY LINE
1
D304
MEN
MTG STORAGE
KING
KING
KING
KING
ELEVATOR 2
SERVICE
STAIR 02
KING
KING
ELEVATOR 1
PRE-FUNCTION
SERVICE
CORRIDOR
STORAGE
CORRIDOR
WOMEN
F&B OFFICE
F&B SALES
GREEN ROOF
GREEN ROOF
1/8" / 1'-0"OPEN TO BELOWCPTSB AIRSPACE
REQUIREMENT
ROPE
ROPE
3
5
'
-
0
"
TOWER 6
TOWER 5
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R102
REFERENCE PLAN - LEVEL 02
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 REFERENCE PLAN - LEVEL 02 (8009.5')
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
5T
72
24
5T60
24
5T60
24
5T 48
24
5T 48
24
5T48
24
5T48
245T
48
24
5T72
18
5T72
18
5T72
18
5T72
18
5T
36
24
5T48
24
5T36
24
5T
72
24
5T36
14
5T30
14
JAN.
BEV/SERVER ICE
COOKEXPO
SERVICE
ADA
SERVICE
HOST
HOST
SERV.
PANTRY
SH
E
L
F
S
H
E
L
F
SH
E
L
F
SHELF
UNIVERSAL MOP 20- 8
H FISHER2445
D
C
D
DBL RACK
CH
E
M
D H
H
C
H
C
14
5T72
14
5T72
R200 1
KITCHEN
R200
2
R201
2
OUTDOOR MECH.
CHILLER YARD
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
1
D301
1
D302 1
D303
LIFT CENTERLINE
ALIGNMENT
TOWER 4
AJ
2
R250
3
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1
R251
A103N
1
RESTAURANT
MA
T
C
H
L
I
N
E
PROPERTY LINE
LIBRARY
1
D304
KING KING KING KING KING
8,020.50'
RESTROOM
RESTROOM
CPTSB AIRSPACE
REQUIREMENT
ROPE
ROPE
3
5
'
-
0
"
TOWER 6
TOWER 5
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R103
REFERENCE PLAN - LEVEL 03
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 REFERENCE PLAN - LEVEL 03 (8020.5')
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
R200 1
BOOT ROOM
R200
2
R201
2
OPEN TO
COOLING
TOWER
BELOW
FITNESS
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
1
D301
1
D302 1
D303
WORLD CUP BAR
LIFT CENTERLINE
ALIGNMENT
TOWER 4
OPEN TO
BELOW
AJ
2
R250
3
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1
R251
A104N
1
A104S
1
MA
T
C
H
L
I
N
E
PROPERTY LINE
1
D304
Q/Q KING
KING KING
KING KING KING KING
KING EXT.Q/Q Q/Q KING
8,031.00'
8,031.00'
MECH
CPTSB AIRSPACE
REQUIREMENT
ROPE
ROPE
3
5
'
-
0
"
16' - 1 1/2"
17' - 6"
TOWER 6
TOWER 5
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R104
REFERENCE PLAN - LEVEL 04
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 REFERENCE PLAN - LEVEL 04 (8031')
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
R200 1
R200
2
R201
2
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
1
D301
1
D302 1
D303
LIFT CENTERLINE
ALIGNMENT
TOWER 4
AJ
2
R250
3
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1
R251
A105N
1 A105S
1
MA
T
C
H
L
I
N
E
PROPERTY LINE
RIDGEVALLEYVALLEY1
D304
1
D305
KING KING KING
Q/QQ/QKING EXT.
Q/Q
KING
KING EXT.
Q/Q
STAIR 02
KING
KING
ADA KINGKING
KING EXT.
CORRIDOR
Q/Q
KING KING
STAIR 03
SPA
8,041.50'
CPTSB AIRSPACE
REQUIREMENT
ROPE
ROPE
3
5
'
-
0
"
22' - 4 1/2"
16' - 1 1/2"
16' - 3 1/2"
TOWER 6
TOWER 5
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R105
REFERENCE PLAN - LEVEL 05
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 REFERENCE PLAN - LEVEL 05 (8041.5')
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
R200 1
R200
2
R201
2
R2011
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
1
D301
1
D302 1
D303
LIFT CENTERLINE
ALIGNMENT
TOWER 4
AJ
2
R250
3
R251
2
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1
R251
A106N
1
A106S
1
MA
T
C
H
L
I
N
E
PROPERTY LINE
1
D304
1
D305
ADA KING
Q/QQ/QKING EXT.
KINGKINGKING KING
SUITE
SUITE
KINGKINGKINGKING
KING KING KING KING
KING
8,052.00'
CPTSB AIRSPACE
REQUIREMENT
ROPE
ROPE
3
5
'
-
0
"
23' - 5 1/2"
23' - 4"
16' - 1 1/2"
16' - 3 1/2"
TOWER 6
TOWER 5
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R106
REFERENCE PLAN - LEVEL 06
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 REFERENCE PLAN - LEVEL 06 (8052')
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
R200 1
R200
2
R201
2
SPA EQUIP
R2011BOH
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
1
D303
LIFT CENTERLINE
ALIGNMENT
TOWER 4
AJ
2
R250
3
R251
2
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1
R251
A107N
1
A107S
1
8,062.50'
MA
T
C
H
L
I
N
E
PROPERTY LINE
1
D304
1
D305
KINGQ/QQ/Q
KING KING
ADA KING
KING
KING
KING
KING KING KING KING KING KING EXT.
KINGKINGKINGKING
KING
KING EXT.
VOID
VOID
CPTSB AIRSPACE
REQUIREMENT
ROPE
ROPE
3
5
'
-
0
"
23' - 4"
28' - 2"
23' - 3 1/2"
TOWER 6
TOWER 5
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R107
REFERENCE PLAN - LEVEL 07
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 REFERENCE PLAN - LEVEL 07 (8062.5')
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
R200 1
CONDO LODGE
R200
2
R201
2
CONDO LODGE CONDO LODGE
CONDO LODGE
R2011
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
LIFT CENTERLINE
ALIGNMENT
AJ
SPA
12' X 28'2
R250
3
R251
2
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1
R251
A108S
1
8,074.00'
MA
T
C
H
L
I
N
E
PROPERTY LINE
1
D304
1
D305
8,073.00'
8,067.70'
8,067.75'
8,073.00'
2,000sf2,000sf
2,000sf 2,000sf
8,072.95'
8,072.95'
STORAGE/SUPPORT
UNISEX UNISEX
UNISEX
ELEVATOR 4
STAIR 03
CPTSB AIRSPACE
REQUIREMENT
ROPE
ROPE
3
5
'
-
0
"
TOWER 4
23' - 4"
23' - 0 1/2"23' - 3"
TOWER 6
TOWER 5
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R108
REFERENCE PLAN - LEVEL 08
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 REFERENCE PLAN - LEVEL 08 (8073')
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
R200 1
CONDO LODGE
CONDO LODGE
R200
2
R201
2
CONDO LODGE
CONDO LODGE
R2011
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
LIFT CENTERLINE
ALIGNMENT
AJ
2
R250
3
R251
2
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1
R251
A109S
1
MA
T
C
H
L
I
N
E
PROPERTY LINE
1
D304
1
D305
open to below
open to below
8,084.00'
8,084.00'
CPTSB AIRSPACE
REQUIREMENT
ROPE
ROPE
3
5
'
-
0
"
TOWER 4
23' - 4"
22' - 2"
24' - 3 1/2"
TOWER 6
TOWER 5
SHEET NOTES:
1. ARCH ELEV 100'-0" = CIVIL ELEV
7999'-0" TYP ALL SHEETS
2. PLANS SHOWN ARE FOR NOTATIONAL
USE ONLY. REFER TO A100 AND A200
SERIES FOR ARCHITECTURAL
INFORMATION.
3. EAST & WEST ELEVATIONS SHOWN
ARE FOR REFERENCE ONLY.
ELEVATIONS ARE FULLY REFERENCED
IN A200 SERIES.
4. BUILDING SECTIONS SHOWN ARE FOR
REFERENCE ONLY. SECTIONS ARE
FULLY REFERENCED IN A200 SERIES
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R109
REFERENCE PLAN - LEVEL 09
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 REFERENCE PLAN - LEVEL 09 (8082')
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
R200 1
R200
2
R201
2
R2011
14121084
AF
AD
AB
AE
AK.5
6 16 18 20
AK
AI
AC
2
AG
AH
BI
BN
BD
LIFT CENTERLINE
ALIGNMENT
CPTSB AIRSPACE
REQUIREMENT
TOWER 6
TOWER 4
AJ
2
R250
3
R251
2
R251
3
AO
19171513117591
BT
BR
BE
BJ.2
BG.5
21
BQ
1
R250
1
R251
A110N
1
A110S
1
MA
T
C
H
L
I
N
E
RIDGEVALLEYVALLEYRIDGE
RI
D
G
E
RI
D
G
E
RIDGEVALLEYVALLEYRIDGEVALLEYVALLEYRI
D
G
ERIDGEPROPERTY LINE
8,074.00'8,076.00'
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
1" / 1'-0"
3" / 1'-0"
3" / 1'-0"
3" / 1'-0"3" / 1'-0"
3" / 1'-0"
3" / 1'-0"
3" / 1'-0"3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
3"
/
1
'
-
0
"
3" / 1'-0"
3" / 1'-0"
FLAT ROOF
FLAT ROOF
FLAT
ROOF
FLAT
ROOF
FLAT
ROOF
3"
/ 1'-
0"
3"
/ 1'-
0"
OCCUPIABLE ROOF
1
D305
ROPE
ROPE
3
5
'
-
0
"
19' - 0 1/2"
22' - 2"
16' - 2 1/2"
16' - 1 1/2"
TOWER 5
FLAT ROOF W/ INTERNAL DRAINS
AND VEGETATION
DIAMOND PATTERN SOLAR TILES
POOL DECK TERRACE -
FLAT ROOF W/ INTERNAL DRAINS
AND PEDESTAL PAVER SYSTEM
ROOF LEGEND
FLAT ROOF W/ INTERNAL DRAINS
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
R110
REFERENCE PLAN - ROOF
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/16" = 1'-0"1 ROOF
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
WALL SECTIONS
ORIGINAL SIZE 24X36
PREPARED BY 4240
PARKING
CENTERLINE OF PROPOSED
LIFT CORRIDOR
CPTSB AIRSPACE EXTENTS
CABLE GUAGE -TELEMIX
CARRIER EDGE
ANSI AIRSPACE CLEARANCE
DRY STACK STONE VENEER ON CAST-IN PLACE
CONCRETE WALL AND RIGID INSULATION
BOARD
5" STONE CAP, TYP.
FIRE RETARDANT TREATED WOOD RAIL
SYSTEM, STAINED. TYP.
SNOW-MELTED STONE PAVER ASSEMBLY OVER
EXTERIOR CAST-IN PLACE CONCRETE STAIR
FIRE RETARDANT TREATED WOOD RAIL
SYSTEM, STAINED. TYP.
COMPOSITE STEEL DECK AND STEEL FRAMING
WITH BELOW DECK INSULATION, TYP. RE: STRUC.
COMPOSITE STEEL DECK AND STEEL FRAMING
WITH BELOW DECK INSULATION, TYP. RE: STRUC.
CAST IN-PLACE CONCRETE SLAB ON GRADE , RE:
STRUC
SNOW-MELTED STONE PAVER ASSEMBLY OVER
COMPOSITE METAL DECK ASSMEBLY
LOADING / RECEIVING
STORAGE
BEYOND
TERRACED LANDSCAPE, RE: LANDSCAPE
9' - 4 1/2"
1 5 .0 0 °
28
'
-
2
"
27
'
-
9
1
/
2
"
24
'
-
2
"
8,053.25'
8,056.55'
t.o. tower
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D301
ENLARGED - CPTSB - SECTION & 3D
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/4" = 1'-0"1 SECTION 1 - CPTSB
NTS, FOR INFORMATION ONLY2AXON SECTION - CPTSB 1
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
PARKING
CENTERLINE OF PROPOSED
LIFT CORRIDOR
CPTSB AIRSPACE EXTENTS
CABLE GUAGE -TELEMIX
CARRIER EDGE
ANSI AIRSPACE CLEARANCE
DRY STACK STONE VENEER ON CAST-IN PLACE
CONCRETE WALL AND RIGID INSULATION
BOARD
5" STONE CAP, TYP.
FIRE RETARDANT TREATED WOOD RAIL
SYSTEM, STAINED. TYP.
SNOW-MELTED STONE PAVER ASSEMBLY OVER
EXTERIOR CAST-IN PLACE CONCRETE STAIR
FIRE RETARDANT TREATED WOOD RAIL
SYSTEM, STAINED. TYP.
COMPOSITE STEEL DECK AND STEEL FRAMING
WITH BELOW DECK INSULATION, TYP. RE: STRUC.
COMPOSITE STEEL DECK AND STEEL FRAMING
WITH BELOW DECK INSULATION, TYP. RE: STRUC.
CAST IN-PLACE CONCRETE SLAB ON GRADE , RE:
STRUC
SNOW-MELTED STONE PAVER ASSEMBLY OVER
COMPOSITE METAL DECK ASSMEBLY
LOADING / RECEIVING
STORAGE
BEYOND
TERRACED LANDSCAPE, RE: LANDSCAPE
9' - 4 1/2"
1 5 .0 0 °
29
'
-
7
1
/
2
"
29
'
-
1
1
/
2
"
25
'
-
6
"
8,053.25'
8,056.55'
t.o. tower
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D301
ENLARGED - CPTSB - SECTION & 3D
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/4" = 1'-0"1 SECTION 1 - CPTSB
NTS, FOR INFORMATION ONLY2AXON SECTION - CPTSB 1
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
PARKING
CENTERLINE OF PROP OSED
LIFT CORRIDOR
CABLE GUAGE -TELEMIX
CARRIER EDGE
ANSI AIRSPACE CLEARANCE
5" STONE CAP, TYP.
FIRE RETARDANT TREATED WOOD RAIL
SYSTEM, STAINED. TYP.
DRY STACK STONE VENEER ON CAST-IN PLACE
CONCRETE WALL AND RIGID INSULATION
BOARD
SNOW-MELTED STONE PAVERS ASSEMBLY
OVER COMPOSITE METAL DECK ASSEMBLY
CAST IN-PLACE CONCRETE SLAB ON GRADE , RE:
STRUC
WALL ASSEMBLY W4A
HIGH PERFORMANCE METAL CLAD WOOD WINDOWS/ SLIDING DOORS
ROOF ASSEMBLY R1A
FIRE RETARDANT TREATED WOOD FASCIA
6X12 FIRE RETARDANT TREATED HEAVY TIMBER RAFTERS
8X14 FIRE RETARDANT TREATED HEAVY TIMBER COLUMNS
8,020.50'
26
'
-
1
"
22
'
-
5
1
/
2
"
CAST IN-PLACE CONCRETE WALL
POTENTIAL SNOW DRIFT, 2' HIGH
22
'
-
1
"
HEAT TRACE AT GUTTERS, TYP
1 5 .0 0 °
8,059.45'
12' - 4 1/2"
9' - 4"
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D302
ENLARGED - CPTSB - SECTION & 3D
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/4" = 1'-0"1 SECTION 2 - CPTSB
NTS, FOR INFORMATION ONLY2AXON SECTION - CPTSB 2
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
PARKING
CENTERLINE OF PROP OSED
LIFT CORRIDOR
CABLE GUAGE -TELEMIX
CARRIER EDGE
ANSI AIRSPACE CLEARANCE
5" STONE CAP, TYP.
FIRE RETARDANT TREATED WOOD RAIL
SYSTEM, STAINED. TYP.
DRY STACK STONE VENEER ON CAST-IN PLACE
CONCRETE WALL AND RIGID INSULATION
BOARD
SNOW-MELTED STONE PAVERS ASSEMBLY
OVER COMPOSITE METAL DECK ASSEMBLY
CAST IN-PLACE CONCRETE SLAB ON GRADE , RE:
STRUC
WALL ASSEMBLY W4A
HIGH PERFORMANCE METAL CLAD WOOD WINDOWS/ SLIDING DOORS
ROOF ASSEMBLY R1A
FIRE RETARDANT TREATED WOOD FASCIA
6X12 FIRE RETARDANT TREATED HEAVY TIMBER RAFTERS
8X14 FIRE RETARDANT TREATED HEAVY TIMBER COLUMNS
8,020.50'
CAST IN-PLACE CONCRETE WALL
POTENTIAL SNOW DRIFT, 2' HIGH
HEAT TRACE AT GUTTERS, TYP
27
'
-
6
1
/
2
"
23
'
-
1
1
"
23
'
-
4
1
/
2
"
12' - 1 1/2"
9' - 5 1/2"
1 5 .0 0 °
8,059.45'
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D302
ENLARGED - CPTSB - SECTION & 3D
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/4" = 1'-0"1 SECTION 2 - CPTSB
NTS, FOR INFORMATION ONLY2AXON SECTION - CPTSB 2
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
PARKING
VESTIBULE
PRE-FUNCTION
KING EXT.
WORLD CUP BAR
6X12 FIRE RETARDANT TREATED
HEAVY TIMBER BEAM
SNOW-MELTED STONE PAVER ASSEMBLY OVER
EXTERIOR CAST-IN PLACE CONCRETE STAIR
RESTAURANT
CENTERLINE OF PROPOSED
LIFT CORRIDOR
CPTSB AIRSPACE EXTENTS
CABLE GUAGE -TELEMIX
CARRIER EDGE
ANSI AIRSPACE CLEARANCE
ADMINSERVICE CORRIDOR
FLOOR
F6A
FLOOR
F1A
FLOOR
F1A
FLOOR
F1A
FLOOR
F1A
FLOOR
F1A
R1A
R2A
FLOOR
F3A
FLOOR
F3A
9' - 4 1/2"
8,031.00'
9' - 7 1/2"
12
'
-
2
1
/
2
"
1 5 .0 0 °
27
'
-
1
1
/
2
"
W4B
METAL FASCIA OVER FIRE
RETARDANT TREATED WOOD FASCIA
POTENTIAL SNOW DRIFT, 2' HIGH
HEAT TRACE AT GUTTERS, TYP
FIRE RETARDANT TREATED HEAVY TIMBER
23
'
-
2
1
/
2
"
FIRE RETARDANT TREATED
WOOD RAILING
STONE CAP
HIGH PERFORMANCE GLASS BI-
FOLD DOOR SYSTEM
FIRE RETARDANT TREATED WOOD
FASCIA
26
'
-
9
"
12' - 8"
8,071.00'
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D303
ENLARGED - CPTSB - SECTION & 3D
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/4" = 1'-0"1 SECTION 3 - CPTSB
NTS, FOR INFORMATION ONLY2AXON SECTION - CPTSB 3
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
PARKING
VESTIBULE
PRE-FUNCTION
KING EXT.
WORLD CUP BAR
6X12 FIRE RETARDANT TREATED
HEAVY TIMBER BEAM
SNOW-MELTED STONE PAVER ASSEMBLY OVER
EXTERIOR CAST-IN PLACE CONCRETE STAIR
RESTAURANT
CENTERLINE OF PROPOSED
LIFT CORRIDOR
CPTSB AIRSPACE EXTENTS
CABLE GUAGE -TELEMIX
CARRIER EDGE
ANSI AIRSPACE CLEARANCE
ADMINSERVICE CORRIDOR
FLOOR
F6A
FLOOR
F1A
FLOOR
F1A
FLOOR
F1A
FLOOR
F1A
FLOOR
F1A
R1A
R2A
FLOOR
F3A
FLOOR
F3A
9' - 4 1/2"
8,031.00'
1 5 .0 0 °
W4B
METAL FASCIA OVER FIRE
RETARDANT TREATED WOOD FASCIA
POTENTIAL SNOW DRIFT, 2' HIGH
HEAT TRACE AT GUTTERS, TYP
FIRE RETARDANT TREATED HEAVY TIMBER
FIRE RETARDANT TREATED
WOOD RAILING
STONE CAP
HIGH PERFORMANCE GLASS BI-
FOLD DOOR SYSTEM
FIRE RETARDANT TREATED WOOD
FASCIA
28
'
-
7
"
24
'
-
7
1
/
2
"
28
'
-
1
"
12' - 5"
9' - 9"
13
'
-
7
1
/
2
"
8,071.00'
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D303
ENLARGED - CPTSB - SECTION & 3D
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/4" = 1'-0"1 SECTION 3 - CPTSB
NTS, FOR INFORMATION ONLY2AXON SECTION - CPTSB 3
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
CENTERLINE OF PROPOSED
LIFT CORRIDOR
CPTSB AIRSPACE EXTENTS
CABLE GUAGE -TELEMIX
CARRIER EDGE
ANSI AIRSPACE CLEARANCE
FIRE RETARDANT TREATED WOOD FASCIA
6X12 FIRE RETARDANT TREATED HEAVY
TIMBER RAFTERS
8X14 FIRE RETARDANT TREATED HEAVY TIMBER
BEAM WITH ZINC CAP FLASHING
WALL ASSEMBLY W4A
EXTERIOR DRY TYPE FIRE SUPPRESSION SYSTEM,
TYPICAL AT BALCONIES
8X14 FIRE RETARDANT TREATED HEAVY
TIMBER COLUMNS
WRAPPING 1 HR PROTECTED STEEL
COLUMNS
HIGH PERFORMANCE METAL CLAD WOOD WINDOWS/ SLIDING DOORS
FIRE RETARDANT TREATED WOOD RAILING SYSTEM
3" FIRE RETARDANT TREATED SOLID WOOD DECK
4X6 FIRE RETARDANT TREATED HEAVY TIMBER BEAM
6X12 FIRE RETARDANT TREATED HEAVY TIMBER BEAM
8X14 FIRE RETARDANT TREATED HEAVY TIMBER
BEAM WITH ZINC CAP FLASHING
HIGH PERFORMANCE METAL CLAD WOOD WINDOWS/ SLIDING DOORS
FIRE RETARDANT TREATED WOOD RAILING SYSTEM
3" FIRE RETARDANT TREATED SOLID WOOD DECK
4X6 FIRE RETARDANT TREATED HEAVY TIMBER BEAM
6X12 FIRE RETARDANT TREATED HEAVY TIMBER BEAM
WALL ASSEMBLY W4A
DRY STACK STONE VENEER
FLOOR
F6A
FLOOR
F1A
FLOOR
F1A
FLOOR
F1A
FLOOR
F2A
R1A
8,062.50'
1 5 .0 0 °
17' - 8"
20' - 8 1/2"
40
'
-
6
"
40
'
-
1
1
/
2
"
8,085.40'
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D304
ENLARGED - CPTSB - SECTION & 3D
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/4" = 1'-0"1 SECTION 4 - CPTSB
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
NTS, FOR INFORMATION ONLY2AXON SECTION - CPTSB 4
CENTERLINE OF PROPOSED
LIFT CORRIDOR
CPTSB AIRSPACE EXTENTS
CABLE GUAGE -TELEMIX
CARRIER EDGE
ANSI AIRSPACE CLEARANCE
FIRE RETARDANT TREATED WOOD FASCIA
6X12 FIRE RETARDANT TREATED HEAVY
TIMBER RAFTERS
8X14 FIRE RETARDANT TREATED HEAVY TIMBER
BEAM WITH ZINC CAP FLASHING
WALL ASSEMBLY W4A
EXTERIOR DRY TYPE FIRE SUPPRESSION SYSTEM,
TYPICAL AT BALCONIES
8X14 FIRE RETARDANT TREATED HEAVY
TIMBER COLUMNS
WRAPPING 1 HR PROTECTED STEEL
COLUMNS
HIGH PERFORMANCE METAL CLAD WOOD WINDOWS/ SLIDING DOORS
FIRE RETARDANT TREATED WOOD RAILING SYSTEM
3" FIRE RETARDANT TREATED SOLID WOOD DECK
4X6 FIRE RETARDANT TREATED HEAVY TIMBER BEAM
6X12 FIRE RETARDANT TREATED HEAVY TIMBER BEAM
8X14 FIRE RETARDANT TREATED HEAVY TIMBER
BEAM WITH ZINC CAP FLASHING
HIGH PERFORMANCE METAL CLAD WOOD WINDOWS/ SLIDING DOORS
FIRE RETARDANT TREATED WOOD RAILING SYSTEM
3" FIRE RETARDANT TREATED SOLID WOOD DECK
4X6 FIRE RETARDANT TREATED HEAVY TIMBER BEAM
6X12 FIRE RETARDANT TREATED HEAVY TIMBER BEAM
WALL ASSEMBLY W4A
DRY STACK STONE VENEER
FLOOR
F6A
FLOOR
F1A
FLOOR
F1A
FLOOR
F1A
FLOOR
F2A
R1A
8,062.50'
1 5 .0 0 °
41
'
-
1
1
1
/
2
"
41
'
-
5
1
/
2
"
20' - 5 1/2"
17' - 10"
8,085.40'
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D304
ENLARGED - CPTSB - SECTION & 3D
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:1/4" = 1'-0"1 SECTION 4 - CPTSB
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
NTS, FOR INFORMATION ONLY2AXON SECTION - CPTSB 4
CENTERLINE OF PROPOSED
LIFT CORRIDOR
CPTSB AIRSPACE EXTENTS
CABLE GUAGE -TELEMIX
CARRIER EDGE
ANSI AIRSPACE CLEARANCE
FIRE RETARDANT
TREATED WOOD FASCIA
6X12 FIRE RETARDANT TREATED
HEAVY TIMBER RAFTERS
8X14 FIRE RETARDANT TREATED HEAVY TIMBER
BEAM WITH ZINC CAP FLASHING
WALL ASSEMBLY W4A
EXTERIOR DRY TYPE FIRE SUPPRESSION SYSTEM,
TYPICAL AT BALCONIES
8X14 FIRE RETARDANT TREATED HEAVY TIMBER COLUMNS
WRAPPING 1 HR PROTECTED STEEL COLUMNS
HIGH PERFORMANCE METAL CLAD WOOD WINDOWS/ SLIDING DOORS
FIRE RETARDANT TREATED WOOD RAILING SYSTEM
3" FIRE RETARDANT TREATED SOLID WOOD DECK
4X6 FIRE RETARDANT TREATED HEAVY TIMBER BEAM
6X12 FIRE RETARDANT TREATED HEAVY
TIMBER BEAM
8X14 FIRE RETARDANT TREATED HEAVY
TIMBER BEAM WITH ZINC CAP FLASHING
5" STONE CAP
FIRE RETARDANT TREATED WOOD
RAILING SYSTEM
WALL ASSEMBLY W4A
HIGH PERFORMANCE METAL CLAD WOOD WINDOWS/ SLIDING DOORS
FIRE RETARDANT TREATED WOOD
BALCONY DIVIDER
5" STONE CAP
DRY STACK STONE VENEER ON CONCRETE WALL
FLOOR
F6A
FLOOR
F1B
FLOOR
F1B
CONDO LODGE
R1A
TOWER 6 BEYOND
8,083.00'
8,073.00'
9' - 4 1/2"
1 5 .0 0 °
15' - 5 1/2"
37
'
-
1
1
1
/
2
"
37
'
-
7
"
8,106.55'
12' - 5"
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D305
ENLARGED - CPTSB - SECTION & 3D
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
SCALE:1/4" = 1'-0"1 SECTION 5 - CPTSB
NTS, FOR INFORMATION ONLY2AXON SECTION - CPTSB 5
CENTERLINE OF PROPOSED
LIFT CORRIDOR
CPTSB AIRSPACE EXTENTS
CABLE GUAGE -TELEMIX
CARRIER EDGE
ANSI AIRSPACE CLEARANCE
FIRE RETARDANT
TREATED WOOD FASCIA
6X12 FIRE RETARDANT TREATED
HEAVY TIMBER RAFTERS
8X14 FIRE RETARDANT TREATED HEAVY TIMBER
BEAM WITH ZINC CAP FLASHING
WALL ASSEMBLY W4A
EXTERIOR DRY TYPE FIRE SUPPRESSION SYSTEM,
TYPICAL AT BALCONIES
8X14 FIRE RETARDANT TREATED HEAVY TIMBER COLUMNS
WRAPPING 1 HR PROTECTED STEEL COLUMNS
HIGH PERFORMANCE METAL CLAD WOOD WINDOWS/ SLIDING DOORS
FIRE RETARDANT TREATED WOOD RAILING SYSTEM
3" FIRE RETARDANT TREATED SOLID WOOD DECK
4X6 FIRE RETARDANT TREATED HEAVY TIMBER BEAM
6X12 FIRE RETARDANT TREATED HEAVY
TIMBER BEAM
8X14 FIRE RETARDANT TREATED HEAVY
TIMBER BEAM WITH ZINC CAP FLASHING
5" STONE CAP
FIRE RETARDANT TREATED WOOD
RAILING SYSTEM
WALL ASSEMBLY W4A
HIGH PERFORMANCE METAL CLAD WOOD WINDOWS/ SLIDING DOORS
FIRE RETARDANT TREATED WOOD
BALCONY DIVIDER
5" STONE CAP
DRY STACK STONE VENEER ON CONCRETE WALL
FLOOR
F6A
FLOOR
F1B
FLOOR
F1B
CONDO LODGE
R1A
TOWER 6 BEYOND
8,083.00'
8,073.00'
9' - 4 1/2"
1 5 .0 0 °
15' - 2"
12' - 6 1/2"
39
'
-
5
"
38
'
-
1
1
"
8,106.55'
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
KEY PLAN
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
D305
ENLARGED - CPTSB - SECTION & 3D
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
SCALE:1/4" = 1'-0"1 SECTION 5 - CPTSB
NTS, FOR INFORMATION ONLY2AXON SECTION - CPTSB 5
12 |
WALL ASSEMBLIES
ORIGINAL SIZE 24X36
PREPARED BY 4240
SECTION
PLAN
5"
M
I
N
.
1
1
/
2
"
M
I
N
.
2
1
/
2
"
10 1/2" SHOWN
VARIES
DRY STACK STONE VENEER
GROUT CAVITY SOLID
2 1/2" BOARD INSULATION (R 15.2 MINIMUM)
FLUID APPLIED WEATHER BARRIER
CLASS A COTTON BATT INSULATION,
UNFACED (R-21 MINIMUM)
(1) LAYER 5/8" TYPE "X" EXTERIOR GYPSUM
WALL BOARD SHEATHING, TYPICAL
(2) LAYERS 5/8" TYPE "X" EXTERIOR
GYPSUM WALL BOARD SHEATHING TYPE
[W1C]
(1) LAYER 5/8" TYPE "X" GYPSUM WALL
BOARD, TYPICAL
(2) LAYERS 5/8" TYPE "X" GYPSUM WALL
BOARD TYPE [W1C]
1/4" DRAINAGE BOARD
METAL STUD FRAMING, RE: BELOW
DRY STACK STONE VENEER
GROUT CAVITY SOLID
2 1/2" BOARD INSULATION (R 15.2
MINIMUM)
FLUID APPLIED WEATHER
BARRIER
CLASS A COTTON BATT INSULATION,
UNFACED (R-21 MINIMUM)
(1) LAYER 5/8" TYPE "X" EXTERIOR
GYPSUM WALL BOARD SHEATHING,
TYPICAL
(2) LAYERS 5/8" TYPE "X" EXTERIOR
GYPSUM WALL BOARD SHEATHING
TYPE [W1C]
(1) LAYER 5/8" TYPE "X" GYPSUM
WALL BOARD, TYPICAL
(2) LAYERS 5/8" TYPE "X" GYPSUM
WALL BOARD TYPE [W1C]
1/4" DRAINAGE BOARD
METAL STUD FRAMING, RE: BELOW
VARIES 3/8" TYP.
SHEET NOTES:
USE CEMENTITIOUS BACKER BOARD
AT INSIDE FACE OF WET WALLS.
1.
WHERE BATT INSULATION IS
SHOWN, TO BE CLASS 'A' COTTON
BATT INSULATION. WIDTH AS
INDICATED IN WALL TYPE TABLES
2.
EXTERIOR FINISH NOTES:
REGIONALLY SOURCED, DRY STACK GREY GRANITE (GALLEGOS OR EQUIV). RANDOM, ASHLAR PATTERN.
STONE:
OPTION 1 -STAINED DOUGLAS FIR CLADDING, CLEAR WITH INTEGRATED FIRE RETARDANT
OPTION 2 -STAINED ACCOYA WOOD CLADDING WITH INTEGRATED "ULTRA-A" FIRE RETARDANT BY MULTI-PRO SYSTEM OR EQUIV.
OPTION 3 -CEDAR, CLEAR, A & BETTER, TONGUE AND GROOVE, SMOOTH V-JT BY REAL CEDAR OR EQUIV. WWW.REALCEDAR.COM.
WITH INTEGRATED FIRE RETARDANT
WOOD CLADDING:
OPTION 1 -ZOLA 'THERMOCLAD PANORAMIC VIEW", ALUMINUM CLAD WOOD TILT TURN (R-7). WWW.ZOLAWINDOWS.COM
OPTION 2 -ZOLA "CLASSIC CLAD PANORAMIC VIEW", ALUMINUM CLAD WOOD TILT TURN (R-4). WWW.ZOLAWINDOWS.COM
OPTION 3 -SIERRA PACIFIC ALUMINUM CLAD WOOD WINDOW
WINDOWS:
OPTION 1 -2'X2' FSC IPE WOOD TILE ON PEDESTALS WITH SNOWMELT SYSTEM. WWW.BISONIP.COM
OPTION 2 -PORCELAIN "WOOD-PLANK" SERIES BY TILETECH ON PEDESTALS WITH HEX-TRAY SNOWMELT SYSTEM.
WWW.TILETECHPAVERS.COM
ROOF DECK FINISH:
5" MIN.
1 1/2" MIN.
2 1/2"
DRY STACK STONE
VENEER
GROUT CAVITY SOLID
2 1/2" BOARD INSULATION (R 15.2
MINIMUM)
FLUID APPLIED WEATHER BARRIER
CONCRETE WALL, RE: STRUCT.
1/4" DRAINAGE BOARD
DRY STACK STONE VENEER
GROUT CAVITY SOLID
2 1/2" BOARD INSULATION (R 15.2
MINIMUM)
FLUID APPLIED WEATHER
BARRIER
1/4" DRAINAGE BOARD
RE: STRUCTURAL
CONCRETE WALL, RE: STRUCT.
VARIES 3/8" TYP.
SECTION
PLAN
3/4"
7/8"
2 1/2"
2 1/2" BOARD INSULATION (R 15.2
MINIMUM)
FLUID APPLIED WEATHER BARRIER
CLASS A COTTON BATT INSULATION,
UNFACED (R-21 MINIMUM)
(1) LAYER 5/8" TYPE "X" EXTERIOR
GYPSUM WALL BOARD SHEATHING
(1) LAYER 5/8" TYPE X GYPSUM
WALL BOARD
METAL STUD FRAMING, RE: BELOW
2 1/2" BOARD INSULATION (R 15.2
MINIMUM)
FLUID APPLIED WEATHER
BARRIER
CLASS A COTTON BATT INSULATION,
UNFACED (R-21 MINIMUM)
(1) LAYER 5/8" TYPE "X" EXTERIOR
GYPSUM WALL BOARD SHEATHING
(1) LAYER 5/8" TYPE X GYPSUM
WALL BOARD
METAL STUD FRAMING, RE: BELOW
3/4" FINISH GRADE PLYWOOD, PAINTED.
COLOR PER ARCHITECT.
3/4" FINISH GRADE PLYWOOD, PAINTED.
COLOR PER ARCHITECT.
7/8" VERTICALLY ORIENTED METAL HAT
CHANNEL
4 1/8"
9 1/4"
7/8" VERTICALLY ORIENTED METAL HAT
CHANNEL
SECTION
PLAN
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
A501
EXTERIOR WALL TYPES
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:3" = 1'-0"W1 WALL ASSEMBLY - MTL STUD W/ STONE
SCALE:3" = 1'-0"W2 WALL ASSEMBLY - CONCRETE W/ STONE
SCALE:3" = 1'-0"W3 WALL ASSEMBLY - MTL STUD W/ PLYWOOD PANEL FINISH
WALL TAG FRR WIDTH DESCRIPTION
W1A NR 1' - 6 1/4" 8" METAL STUD FRAMING W/ BATT INSULATION, (1) LAYER GYP. EACH
SIDE, EXTERIOR STONE FINISH
W1B 1HR 1' - 6 1/4" UL #U432 - 1 HR RATED - 8" METAL STUD FRAMING W/ BATT INSULATION,
(1) LAYER GYP. EACH SIDE, EXTERIOR STONE FINISH
W1C 2HR 1' - 7 1/2" UL #U425 - 2 HR RATED - 8" METAL STUD FRAMING W/ BATT INSULATION,
(2) LAYERS GYP. EACH SIDE, EXTERIOR STONE FINISH
WALL TAG FRR WIDTH DESCRIPTION
W2A NR 1' - 5" 8" CIP CONCRETE WALL WITH BOARD INSULATION, STONE EXTERIOR
W2B NR 9" CIP CONCRETE WALL WITH BOARD INSULATION, STONE EXTERIOR -
REFER TO STRUCTURAL FOR CONCRETE THICKNESS
W2C NR 6 1/2" CIP CONCRETE WALL WITH STONE EXTERIOR, OMIT BOARD
INSULATION - REFER TO STRUCTURAL FOR CONCRETE THICKNESS
W2D 1HR 1' - 5" PER IBC TABLE 722.2.1.1 - 1 HR RATED - 8" CIP CONCRETE WALL WITH
BOARD INSULATION, STONE EXTERIOR
W2E NR 1' - 9" 12" CIP CONCRETE WALL WITH BOARD INSULATION, STONE EXTERIOR
W2F 2HR 1' - 5" PER IBC TABLE 722.2.1.1 - 2 HR RATED - 8" CIP CONCRETE WALL WITH
BOARD INSULATION, STONE EXTERIOR
W2G 2HR 1' - 9" PER IBC TABLE 722.2.1.1 - 2 HR RATED - 12" CIP CONCRETE WALL WITH
BOARD INSULATION, STONE EXTERIOR
WALL TAG FRR WIDTH DESCRIPTION
W3A 1HR 1' - 1 3/8" UL #U432 - 1 HR RATED - 8" METAL STUD FRAMING W/ BATT INSULATION,
BOARD INSULATION, PLYWOOD EXTERIOR
W3B NR 10 7/8" 8" METAL STUD FRAMING, OMIT BOARD INSULATION, PLYWOOD
EXTERIOR
W3C 1HR 1' - 7 7/8" UL #U432 - 1 HR RATED - PAINTED PLYWOOD FINISH AND HAT CHANNEL
AT INTERIOR FACE OF WALL TYPE W1B
W3D NR 1' - 10 3/8" PAINTED PLYWOOD FINISH, HAT CHANNEL, AND BOARD INSULATION AT
INTERIOR FACE OF WALL TYPE W1A
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
3/4"
7/8"
2 1/2"
VARIES
10 1/2" SHOWN
1x8 NOM. FIRE RETARDANT TREATED T&G
WOOD SIDING
2 1/2" BOARD INSULATION (R 15.2
MINIMUM)
FLUID APPLIED WEATHER BARRIER
CLASS A COTTON BATT INSULATION,
UNFACED (R-21 MINIMUM)
(1) LAYER 5/8" TYPE "X" EXTERIOR
GYPSUM WALL BOARD, TYPICAL
(2) LAYERS 5/8" TYPE "X" EXTERIOR
GYPSUM WALL BOARD TYPE [W4C, W4D]
(1) LAYER 5/8" TYPE "X" GYPSUM WALL
BOARD, TYPICAL
(2) LAYERS 5/8" TYPE "X" GYPSUM WALL
BOARD TYPE [W4C, W4D]
METAL STUD FRAMING, RE: BELOW
1x8 NOM. FIRE RETARDANT TREATED T&G
WOOD SIDING
7/8" VERTICALLY ORIENTED METAL HAT
CHANNEL
2 1/2" BOARD INSULATION (R 15.2 MINIMUM)
FLUID APPLIED WEATHER BARRIER
CLASS A COTTON BATT INSULATION,
UNFACED (R-21 MINIMUM)
(1) LAYER 5/8" TYPE "X" EXTERIOR GYPSUM
WALL BOARD, TYPICAL
(2) LAYERS 5/8" TYPE "X" EXTERIOR
GYPSUM WALL BOARD TYPE [W4C, W4D]
(1) LAYER 5/8" TYPE "X" GYPSUM
WALL BOARD, TYPICAL
(2) LAYERS 5/8" TYPE "X" GYPSUM
WALL BOARD TYPE [W4C, W4D]
METAL STUD FRAMING, RE: BELOW
7/8" VERTICALLY ORIENTED METAL HAT
CHANNEL
SECTION
PLAN
3/4"
7/8"
2 1/2"
1x8 NOM. FIRE RETARDANT TREATED T&G
WOOD SIDING
7/8" VERTICALLY ORIENTED METAL HAT
CHANNEL
2 1/2" BOARD INSULATION (R 15.2 MINIMUM)
FLUID APPLIED WEATHER BARRIER
RE: STRUCTURAL
CONCRETE WALL, RE: STRUCT.
1x8 NOM. FIRE RETARDANT TREATED T&G
WOOD SIDING
2 1/2" BOARD INSULATION (R 15.2
MINIMUM)
FLUID APPLIED WEATHER BARRIER
7/8" VERTICALLY ORIENTED METAL HAT
CHANNEL
CONCRETE WALL, RE: STRUCT.
SECTION
PLAN
3/4"
7/8"
7 1/4"
7/8"
3/4"
1x8 NOM. FIRE RETARDANT TREATED T&G
WOOD SIDING
7/8" VERTICALLY ORIENTED METAL HAT
CHANNEL
FLUID APPLIED WEATHER BARRIER
CLASS A COTTON BATT INSULATION,
UNFACED (R-21 MINIMUM)
(1) LAYER 5/8" TYPE "X" EXTERIOR GYPSUM
WALL BOARD SHEATHING
6" METAL STUD FRAMING
(1) LAYER 5/8" TYPE "X" EXTERIOR GYPSUM
WALL BOARD SHEATHING
7/8" VERTICALLY ORIENTED METAL HAT
CHANNEL
1x8 NOM. FIRE RETARDANT TREATED
WOOD SIDING
1x8 NOM. FIRE RETARDANT TREATED T&G
WOOD SIDING
FLUID APPLIED WEATHER BARRIER
CLASS A COTTON BATT INSULATION,
UNFACED (R-21 MINIMUM)
(1) LAYER 5/8" TYPE "X" EXTERIOR
GYPSUM WALL BOARD
METAL STUD FRAMING, RE: BELOW
7/8" VERTICALLY ORIENTED METAL HAT
CHANNEL
SECTION
PLAN
SHEET NOTES:
USE CEMENTITIOUS BACKER BOARD
AT INSIDE FACE OF WET WALLS.
1.
WHERE BATT INSULATION IS
SHOWN, TO BE CLASS 'A' COTTON
BATT INSULATION. WIDTH AS
INDICATED IN WALL TYPE TABLES
2.
EXTERIOR FINISH NOTES:
REGIONALLY SOURCED, DRY STACK GREY GRANITE (GALLEGOS OR EQUIV). RANDOM, ASHLAR PATTERN.
STONE:
OPTION 1 -STAINED DOUGLAS FIR CLADDING, CLEAR WITH INTEGRATED FIRE RETARDANT
OPTION 2 -STAINED ACCOYA WOOD CLADDING WITH INTEGRATED "ULTRA-A" FIRE RETARDANT BY MULTI-PRO SYSTEM OR EQUIV.
OPTION 3 -CEDAR, CLEAR, A & BETTER, TONGUE AND GROOVE, SMOOTH V-JT BY REAL CEDAR OR EQUIV. WWW.REALCEDAR.COM.
WITH INTEGRATED FIRE RETARDANT
WOOD CLADDING:
OPTION 1 -ZOLA 'THERMOCLAD PANORAMIC VIEW", ALUMINUM CLAD WOOD TILT TURN (R-7). WWW.ZOLAWINDOWS.COM
OPTION 2 -ZOLA "CLASSIC CLAD PANORAMIC VIEW", ALUMINUM CLAD WOOD TILT TURN (R-4). WWW.ZOLAWINDOWS.COM
OPTION 3 -SIERRA PACIFIC ALUMINUM CLAD WOOD WINDOW
WINDOWS:
OPTION 1 -2'X2' FSC IPE WOOD TILE ON PEDESTALS WITH SNOWMELT SYSTEM. WWW.BISONIP.COM
OPTION 2 -PORCELAIN "WOOD-PLANK" SERIES BY TILETECH ON PEDESTALS WITH HEX-TRAY SNOWMELT SYSTEM.
WWW.TILETECHPAVERS.COM
ROOF DECK FINISH:
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
A502
EXTERIOR WALL TYPES
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE:3" = 1'-0"W4 EXT. WALL ASSEMBLY - MTL STUD W/ WOOD SIDING
SCALE:3" = 1'-0"W5 EXT. WALL ASSEMBLY - CONCRETE W/ WOOD SIDING
SCALE:3" = 1'-0"W6 EXT. WALL ASSEMBLY - WOOD WINGWALL
WALL TAG FRR WIDTH DESCRIPTION
W4A NR 1' - 1 3/8" 8" METAL STUD FRAMING W/ BATT INSULATION, (1) LAYER GYP. EACH
SIDE, EXTERIOR WOOD T&G SIDING
W4B 1HR 1' - 1 3/8" UL #U432 - 1 HR RATED - 8" METAL STUD FRAMING W/ BATT INSULATION,
(1) LAYER GYP. EACH SIDE, EXTERIOR WOOD T&G SIDING
W4C 2HR 1' - 2 5/8" UL #U425 - 2 HR RATED - 8" METAL STUD FRAMING W/ BATT INSULATION,
(2) LAYERS GYP. EACH SIDE, EXTERIOR WOOD T&G SIDING
W4D 1HR 1' - 2 5/8" 1 HR - 8" METAL STUD FRAMING W/ BATT INSULATION, (2) LAYER GYP.
EACH SIDE, EXTERIOR WOOD T&G SIDING
WALL TAG FRR WIDTH DESCRIPTION
W5A NR 4 1/8" CIP CONCRETE WALL WITH BOARD INSULATION, EXTERIOR WOOD T&G
SIDING - REFER TO STRUCTURAL FOR CONCRETE THICKNESS
WALL TAG FRR WIDTH DESCRIPTION
W6A NR 10 1/2" 6" METAL STUD FRAMING W/ BATT INSULATION, (1) LAYER GYP. EACH
SIDE, EXTERIOR WOOD T&G SIDING EACH SIDE
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
3/4"
1"
2 1/2"
9 1/4"
1x8 NOM. FIRE RETARDANT TREATED
VERTICAL WOOD T&G SIDING
1" NOM. VENTED METAL HAT CHANNEL,
HORIZONTALLY ORIENTED
2 1/2" BOARD INSULATION (R 15.2
MINIMUM)
FLUID APPLIED WEATHER BARRIER
CLASS A COTTON BATT INSULATION,
UNFACED (R-21 MINIMUM)
(1) LAYER 5/8" TYPE "X" EXTERIOR
GYPSUM WALL BOARD SHEATHING
(1) LAYER 5/8" TYPE X GYPSUM
WALL BOARD
METAL STUD FRAMING, RE: BELOW
1x8 NOM. FIRE RETARDANT TREATED
VERTICAL T&G WOOD SIDING
1" VENTED METAL HAT CHANNEL,
HORIZONTALLY ORIENTED
2 1/2" BOARD INSULATION (R 15.2 MINIMUM)
FLUID APPLIED WEATHER BARRIER
CLASS A COTTON BATT INSULATION,
UNFACED (R-21 MINIMUM)
(1) LAYER 5/8" TYPE "X" EXTERIOR GYPSUM
WALL BOARD SHEATHING
(1) LAYER 5/8" TYPE X GYPSUM
WALL BOARD
8" METAL STUD FRAMING
SECTION
PLAN
3/4"
1"
2 1/2"
1x8 NOM. FIRE RETARDANT TREATED
VERTICAL WOOD T&G SIDING
1" VENTED METAL HAT CHANNEL,
HORIZONTALLY ORIENTED
2 1/2" BOARD INSULATION (R 15.2
MINIMUM)
FLUID APPLIED WEATHER BARRIER
CONCRETE WALL, RE: STRUCTURAL
1x8 NOM. FIRE RETARDANT TREATED
VERTICAL T&G WOOD SIDING
1" VENTED METAL HAT CHANNEL,
HORIZONTALLY ORIENTED
2 1/2" BOARD INSULATION (R 15.2 MINIMUM)
FLUID APPLIED WEATHER BARRIER
CONCRETE WALL, RE: STRUCTURAL
RE: STRUCTURAL
SECTION
PLAN
SHEET NOTES:
USE CEMENTITIOUS BACKER BOARD
AT INSIDE FACE OF WET WALLS.
1.
WHERE BATT INSULATION IS
SHOWN, TO BE CLASS 'A' COTTON
BATT INSULATION. WIDTH AS
INDICATED IN WALL TYPE TABLES
2.
EXTERIOR FINISH NOTES:
REGIONALLY SOURCED, DRY STACK GREY GRANITE (GALLEGOS OR EQUIV). RANDOM, ASHLAR PATTERN.
STONE:
OPTION 1 -STAINED DOUGLAS FIR CLADDING, CLEAR WITH INTEGRATED FIRE RETARDANT
OPTION 2 -STAINED ACCOYA WOOD CLADDING WITH INTEGRATED "ULTRA-A" FIRE RETARDANT BY MULTI-PRO SYSTEM OR EQUIV.
OPTION 3 -CEDAR, CLEAR, A & BETTER, TONGUE AND GROOVE, SMOOTH V-JT BY REAL CEDAR OR EQUIV. WWW.REALCEDAR.COM.
WITH INTEGRATED FIRE RETARDANT
WOOD CLADDING:
OPTION 1 -ZOLA 'THERMOCLAD PANORAMIC VIEW", ALUMINUM CLAD WOOD TILT TURN (R-7). WWW.ZOLAWINDOWS.COM
OPTION 2 -ZOLA "CLASSIC CLAD PANORAMIC VIEW", ALUMINUM CLAD WOOD TILT TURN (R-4). WWW.ZOLAWINDOWS.COM
OPTION 3 -SIERRA PACIFIC ALUMINUM CLAD WOOD WINDOW
WINDOWS:
OPTION 1 -2'X2' FSC IPE WOOD TILE ON PEDESTALS WITH SNOWMELT SYSTEM. WWW.BISONIP.COM
OPTION 2 -PORCELAIN "WOOD-PLANK" SERIES BY TILETECH ON PEDESTALS WITH HEX-TRAY SNOWMELT SYSTEM.
WWW.TILETECHPAVERS.COM
ROOF DECK FINISH:
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
A503
EXTERIOR WALL TYPES
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE: 3" = 1'-0"W7 EXT. WALL ASSEMBLY - MTL STUD W/ VERTICAL WD SIDING
SCALE: 3" = 1'-0"W8 EXT. WALL ASSEMBLY - CONCRETE W/ VERTICAL WD SIDING
WALL TAG FRR WIDTH DESCRIPTION
W7A NR 1' - 1 1/2" 8" METAL STUD FRAMING W/ BATT INSULATION, (1) LAYER GYP. EACH
SIDE, EXTERIOR VERTICAL WOOD SIDING
WALL TAG FRR WIDTH DESCRIPTION
W8A NR 4 1/4" CIP CONCRETE WALL WITH BOARD INSULATION, EXTERIOR VERTICAL
WOOD SIDING - REFER TO STRUCTURAL FOR CONCRETE THICKNESS
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
DROUGHT TOLERANT, REGIONAL SPECIFIC PLANTED
MATERIALS, RE: LANDSCAPE
SYSTEMFILTER
GROWING MEDIA (8" MIN.)
6" EXPANDED POLYSTYRENE OR MINERAL WOOL BOARD
INSULATION, R-35 MIN.
HYDROFLEX RB
MM 6125-FR SELF-HEALING WATERPROOFING MEMBRANE
5/8" TYPE "X" GYPSUM WALL BOARD EXTERIOR
SHEATHING
METAL ROOF DECK, RE: STRUCTURAL
6" CLASS A COTTON BATT INSULATION ATTACHED TO
UNDERSIDE OF DECK AT INTERIOR SPACES
GARDENDRAIN GR30 OR GR 50
ZINC ROOF BY FINE METAL ROOF TECH (OR EQUIV.)
VAPOR RETARDER
5/8" TYPE "X" GYPSUM COVER BOARD EXTERIOR
SHEATHING
METAL ROOF DECK, RE: STRUC. UNDERSIDE TO RECEIVE
FIREPROOFING.
6" CLASS A COTTON BATT INSULATION ATTACHED TO
UNDERSIDE OF DECK AT INTERIOR SPACES
1/2" PROTECTION BOARD
6" EXPANDED POLYSTYRENE OR MINERAL WOOL BOARD
INSULATION, R-35 MIN
ICE AND WATER SHIELD WATERPROOFING
GREY DIAMOND PHOTOVOLTAIC SHINGLES BY SUNSTYLE
VAPOR RETARDER
5/8" TYPE "X" GYPSUM COVER BOARD EXTERIOR
SHEATHING
METAL ROOF DECK, RE: STRUC. UNDERSIDE TO RECIEVE
FIREPROOFING
6" CLASS A COTTON BATT INSULATION ATTACHED TO
UNDERSIDE OF DECK AT INTERIOR SPACES
1/2" NAILBASE
6" EXPANDED POLYSTYRENE OR MINERAL WOOL BOARD
INSULATION, R-35 MIN
2 LAYERS OF ICE + WATERSHIELD
2x3 WOOD COUNTER BATTEN
2x3 WOOD CROSS BATTEN
WOOD SOLAR BATTEN (ALTERNATING SIZES)
PV SHINGLE MOUNTING BOLT (ALTERNATING SIZES)
SEALING CORNER
VAPOR RETARDER
5/8" TYPE "X" GYPSUM COVER BOARD EXTERIOR
SHEATHING
METAL ROOF DECK, RE: STRUC. UNDERSIDE TO RECIEVE
FIREPROOFING
6" CLASS A COTTON BATT INSULATION ATTACHED TO
UNDERSIDE OF DECK
6" EXPANDED POLYSTYRENE OR MINERAL WOOL BOARD
INSULATION, R-35 MIN
EPDM ROOFING MEMBRANE
SHEET NOTES:
XXX1.PRIMARY ROOF FINISH
SUNSTYLE PHOTOVOLTAIC ROOF -GREY SHINGLES
WWW.SUNSTYLE.COM
BASE OPTION:
PREWEATHERED ZINC SHINGLE, SIZE 20 (.8MM) WITH 90
DEGREE PROFILE BY FIND METAL ROOF TECH
WWW.FINEMETALROOFTECH.COM
ALTERNATE OPTION:
ROOF DECK FINISH
BASE OPTION:
PORCELAIN "WOOD-PLANK" SERIES BY TILETECH WITH
HEX-TRAY SNOWMELT SYSTEM
WWW.TILETECHPAVERS.COM
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
A504
ROOF / FLOOR ASSEMBLIES
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE: 3" = 1'-0"R2 ROOF ASSEMBLY R2A - GREEN ROOF
SCALE:3" = 1'-0"R1-ALT ROOF ASSEMBLY R1A - ZINC ROOF_ALTERNATE OPTION
SCALE: 3" = 1'-0"R1 ROOF ASSEMBLY R1A - PV ROOF_BASIS OF DESIGN
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
SCALE:3" = 1'-0"R3 ROOF ASSEMBLY R3A - EPDM
ROOF TAG FIRE RATING DESCRIPTION
R1A 1HR PHOTOVOLTAIC SHINGLES ON SLATS OVER RIGID INSULATION, STRUCTURAL METAL DECKING. COTTON BATT
INSULATION ATTACHED TO UNDERSIDE OF DECK.
ROOF TAG FIRE RATING DESCRIPTION
R2A 1HR GREEN ROOF OVER RIGID INSULATION, STRUCTURAL METAL DECKING. COTTON BATT INSULATION
ATTACHED TO UNDERSIDE OF DECK.
ROOF TAG FIRE RATING DESCRIPTION
R3A 1HR EPDM ROOFING MEMBRANE OVER RIGID INSULATION, STRUCTURAL METAL DECKING. COTTON BATT
INSULATION ATTACHED TO UNDERSIDE OF DECK.
SNOWMELT SYSTEM PER SPEC SET IN 2" SAND. RE:
LANDSCAPE FOR LOCATIONS.
COMPOSITE CONCRETE AND METAL DECK, RE: STRUC.
TOP SLOPED 1/8 PER FOOT (MIN) FOR DRAINAGE
MAINTAIN MINIMUM SLAB THICKNESS FOR 2HR FIRE
RATING
TERRACE PAVERS SET IN MORTAR, RE: LANDSCAPE
CEILING ATTACHMENT (WIRE-SUSPENDED
GRID OR METAL FRAMING, TBD)
CEILING FINISH, REFER TO RCPs
4" CLASS A COTTON BATT INSULATION
ATTACHED TO UNDERSIDE OF DECK
2" RIGID INSULATION
WATERPROOFING MEMBRANE
SLOPE PER PLAN, RE: STRUC
DRAINAGE MAT OVER 1/2" PROTECTION BOARD
ACOUSTICAL UNDERLAYMENT (6MM)
COMPOSITE CONCRETE AND METAL DECK,
RE: STRUC.
FINISH FLOOR (VARIES)
SUSPENDED METAL GRID SYSTEM FOR
CEILING FINISH ATTACHMENT
CEILING FINISH, VARIES, RE: RCP
4" CLASS A COTTON BATT INSULATION
ATTACHED TO UNDERSIDE OF DECK
DECK FLUTES STUFFED WITH CLASS A
COTTON BATT INSULATION AND SEALED
WITH BOTTOM OF DECK WITH HILTI SPEED
SPRAY OR EQUIV.
SLOPE PER PLAN, RE: STRUC
1x8 NOMINAL EXTERIOR WOOD TONGUE +
GROOVE SOFFIT
CLEAR
0' - 8"
SUSPENDED METAL GRID SYSTEM FOR
CEILING FINISH ATTACHMENT
RE: BELOW
COMPOSITE CONCRETE AND METAL DECK, RE: STRUC.
TOP SLOPED 1/8 PER FOOT (MIN) FOR DRAINAGE
SUSPENDED METAL GRID SYSTEM FOR
CEILING FINISH ATTACHMENT
CEILING FINISH, VARIES, RE: RCPs
4" CLASS A COTTON BATT INSULATION
ATTACHED TO UNDERSIDE OF DECK
5" RIGID INSULATION
WATERPROOFING MEMBRANE
SLOPE PER PLAN, RE: STRUC
DRAINAGE MAT OVER 1/2" PROTECTION
BOARD
PAVERS SET ON THERMA-HEXX PANEL
SYSTEM
THERMA HEXX PANEL W/ INSULATION
ATTACHED TO UNDERSIDE
SHEET NOTES:
XXX1.PRIMARY ROOF FINISH
SUNSTYLE PHOTOVOLTAIC ROOF -GREY SHINGLES
WWW.SUNSTYLE.COM
BASE OPTION:
PREWEATHERED ZINC SHINGLE, SIZE 20 (.8MM) WITH 90
DEGREE PROFILE BY FIND METAL ROOF TECH
WWW.FINEMETALROOFTECH.COM
ALTERNATE OPTION:
ROOF DECK FINISH
BASE OPTION:
PORCELAIN "WOOD-PLANK" SERIES BY TILETECH WITH
HEX-TRAY SNOWMELT SYSTEM
WWW.TILETECHPAVERS.COM
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
A505
ROOF / FLOOR ASSEMBLIES
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE: 3" = 1'-0"F3 F4A - EXTERIOR TERRACE ASSEMBLY - OVER CONDITIONED SPACE
SCALE: 3" = 1'-0"F1 F1A - TYPICAL FLOOR ASSEMBLY
SCALE: 3" = 1'-0"F3 @ EXT F3A - EXTERIOR TERRACE ASSEMBLY - OVER EXTERIOR SPACE
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
SCALE: 3" = 1'-0"F2 F2A - EXTERIOR SNOW-MELT PAVER SYSTEM ON PEDESTALS
FLOOR TAG FIRE RATING STC DESCRIPTION
F1A 60 6" SOMD - TYPICAL FLOOR ASSEMBLY
F1B 2HR 6" SOMD W/ 3" TOPPING SLAB (RADIANT HEAT)
F1C 2HR 50 5" SOMD - EXIT ENCLOSURE STAIR FLOOR - OMIT PLENUM, INSULATION, AND CEILING BELOW SLAB.
F1D 2HR 6" SOMD W/ 4" TOPPING / HOUSEKEEPING SLAB (CHILLER PAD)
FLOOR TAG FIRE RATING STC DESCRIPTION
F2A 2HR 2" PAVERS SET ON PANEL SCREEN W/INSULATION. PEDESTALS INSTALLED OVER BOARD
INSULATION, DRAINAGE MAT AND WATERPOOFING MEMBRANE. 6" SOMD WITH BATT INSULATION
AND SUSPENDED CEILING.
FLOOR TAG FIRE RATING STC DESCRIPTION
F3A 6" SOMD
F3B 2HR 5" SOMD
SNOWMELT SYSTEM PER SPEC SET IN 2"
SAND. RE: LANDSCAPE FOR LOCATIONS.
TERRACE PAVERS SET IN MORTAR,
RE: LANDSCAPE
CAST IN PLACE CONCRETE SLAB ON GRADE
GRAVEL BASE
3" BOARD INSULATION
2"
2"
3"
6"
CAST IN PLACE CONCRETE SLAB ON GRADE
GRAVEL BASE
3" BOARD INSULATION, OMIT AT TYPE [F6B]
6"
3"
SOUND ISOLATION UNDERLAYMENT09 64 29
3/4" PLYWOOD UNDERLAYMENT06 10 53.h
2x10 WOOD OVERFRAMING, RIPPED AS NEEDED TO
PROVIDE LEVEL SUBFLOOR
1' - 0"
LEVEL 08
FINISH FLOOR -BASIS OF DESIGN IS 3/4" ENGINEERED
WOOD FLOORING
1" GYPCRETE UNDERLAYMENT
REFER TO OVERALL SECTIONS FOR STRUCTURAL FLOOR
ASSEMBLY
FILL FLOOR CAVITY WITH CLASS A COTTON BATT
INSULATION
SHEET NOTES:
XXX1.PRIMARY ROOF FINISH
SUNSTYLE PHOTOVOLTAIC ROOF -GREY SHINGLES
WWW.SUNSTYLE.COM
BASE OPTION:
PREWEATHERED ZINC SHINGLE, SIZE 20 (.8MM) WITH 90
DEGREE PROFILE BY FIND METAL ROOF TECH
WWW.FINEMETALROOFTECH.COM
ALTERNATE OPTION:
ROOF DECK FINISH
BASE OPTION:
PORCELAIN "WOOD-PLANK" SERIES BY TILETECH WITH
HEX-TRAY SNOWMELT SYSTEM
WWW.TILETECHPAVERS.COM
COMPOSITE CONCRETE AND METAL DECK, RE: STRUC.
TOP SLOPED 1/8 PER FOOT (MIN) FOR DRAINAGE
MAINTAIN MINIMUM SLAB THICKNESS FOR 2HR FIRE
RATING
2" BRICK PAVERS SET IN MORTAR, RE: LANDSCAPE
4" CLASS A COTTON BATT INSULATION
ATTACHED TO UNDERSIDE OF DECK
2" RIGID INSULATION
WATERPROOFING MEMBRANE
SLOPE PER PLAN, RE: STRUC
1/2" DRAINAGE BOARD
4" CONCRETE W/ HYDRONIC PIPING SYSTEM
1" SETTING BED
DRAINAGE AND PROTECTION BOARD
COMPOSITE
07 13 00.b
STRUCTRUAL FOAM MINIMIMUM DEPTH
PER STRUC. THICKNESS VARIES SO THAT
TOP OF 2" PAVER ALIGNS WITH TOP OF
ADJACENT 6" PAVER, RE: FLOOR
ASSEMBLY TYPE F8A
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
A506
ROOF / FLOOR ASSEMBLIES
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
SCALE: 3" = 1'-0"F5 F5A - EXTERIOR SNOW-MELT PAVER SYSTEM ON S.O.G.
SCALE: 3" = 1'-0"F6 F6A - CONCRETE SLAB ON GRADE
SCALE: 3" = 1'-0"F7 F7A - OVERFRAMED FLOOR @ LEVEL 08
FLOOR TAG FIRE RATING STC DESCRIPTION
F5A 2" PAVERS SET IN 2" SANDBED WITH SNOWMELT OVER 3" BOARD INSULATION AND 6" CONCRETE
S.O.G.
FLOOR TAG FIRE RATING STC DESCRIPTION
F6A NR 6" CONCRETE S.O.G. - INSULATED
F6B 6" CONCRETE S.O.G. - OMIT UNDERSLAB INSULATION
FLOOR TAG FIRE RATING STC DESCRIPTION
F7A NR 3/4" FINISH FLOOR OVER 1" GYPCRETE AND 6MM SOUND UNDERLAYMENT. 3/4" PLYWOOD SUBFLOOR
AND 2x WOOD FLOOR FRAMING FILLED W/ INSULATION.
SCALE: 3" = 1'-0"F8 F8A - 2" BRICK PAVER FLOOR ASSEMBLY
6" BRICK PAVERS SET IN MORTAR, RE: LANDSCAPE
DRAINAGE AND PROTECTION BOARD
COMPOSITE
07 13 00.b
1" SETTING BED
1/2" DRAINAGE BOARD
WATERPROOFING MEMBRANE
2" BOARD INSULATION07 21 00.s
COMPOSITE CONCRETE AND METAL DECK, RE: STRUC.
TOP SLOED 1/8" PER FOOT (MIN.) FOR DRAINAGE
MAINTAIN MINIMUM SLAB THICKNESS FOR 2 HR FIRE
RATING.
4" CLASS A COTTON BATT INSULATION ATTACHED TO
UNDERSIDE OF DECK
SLOPE PER PLAN, RE: STRUC
3" CAST IN PLACE CONCRETE HOUSEKEEPING PAD
DRAINAGE AND PROTECTION BOARD
COMPOSITE
07 13 00.b
1/2" HYDRODRIN DRAINAGE MAT
WATERPROOFING MEMBRANE
COMPOSITE CONCRETE AND METAL DECK, RE: STRUC.
TOP SLOPED 1/8" PER FOOT (MIN.) FOR DRAINAGE
MAINTAIN MINIMUM SLAB THICKNESS FOR 2 HR FIRE
RATING.
4" CLASS A COTTON BATT INSULATION ATTACHED TO
UNDERSIDE OF DECK
SLOPE PER PLAN, RE: STRUC
6" BOARD INSULATION
WATERPROOFING MONOLITHIC MEMBRANE 6125-FR
ISS. #
4240 Architecture Inc.
copyright 2019
ARCHITECT'S PROJECT NO. :
DESIGNER:
DRAFTER:
CHECKER:
APPROVED BY:
DESCRIPTION DATE
NOT FOR CONSTRUCTION
OWNER
A507
ROOF / FLOOR ASSEMBLIES
21222.00
Designer
Author
Checker
Approver
AS
P
E
N
,
C
O
8
1
6
1
1
GO
R
S
U
C
H
H
A
U
S
NORWAY ISLAND, LLC
ASPEN, CO 81611
STUDIO NYL
2995 BASELINE RD., SUITE 314
BOULDER, CO
STRUCTURAL
ENGINEER
BG BUILDINGWORKS
1626 COLE BLVD. SUITE 300
LAKEWOOD, CO 80401
MEP
ENGINEER
INTEGRAL GROUP
3000 LAWRENCE STREET
DENVER, CO 80216
SUSTAINABILITY
GEILER & ASSOCIATES
12355 E. CORNELL AVENUE
AURORA, CO 80014
ACOUSTICAL
ENGINEER
186 LIGHTING DESIGN GROUP
1200 BANNOCK STREET
DENVER, CO 80204
LIGHTING
SCALE: 3" = 1'-0"F9 F9A - 6" BRICK PAVER FLOOR ASSEMBLY
Lift One Aspen Mountain CO
Colorado Passenger Safety
Tramway Board Lift One
Setback Variance Request
07 AUG 2020
SCALE: 3" = 1'-0"F10 F10 - 3" HOUSEKEEPING PAD @ CHILLER
13
4240 Architecture Inc
3507 Ringsby Court Suite 117 Denver Colorado 80216 T 303 292 3388 W 4240architecture.com
A
05 October 2018
To Whom it Concerns,
As requested, below is a summary of the conceptual level understanding of the exterior materials and fire / life safety strategy for
the Gorsuch Haus as it is understood today.
Exterior Materials
To reduce the perceived scale of the building, materials will be proportioned and divided into a base, middle and top
that steps with the natural contours of the site. Exterior materials will be predominantly stone, wood and glass, with
accents of metal and regional in tone to reflect the alpine setting. The base of the building will be dry-stack stone that
blends with the site walls tying the building to the site. Cut stone caps will terminate the masonry walls at the second
level. Fenestration within this masonry mass is envisioned as vertically proportioned punched openings.
Above the second level, stone walls will transition to fire retardant cedar wood siding and flat seam metal panels in
select locations. Window to wall ratio within this zone is likely 50/50. Wall patterns within this zone will be textured,
catching the sun and further providing a hand crafted nature to the cladding.
Heavy timber columns, architectural projections and hand crafted wood balconies with flower boxes will further animate
the façade. All exterior wood will be fire retardant treated.
Sloped roof overhangs, with layered beams and purlins will project beyond the building walls providing a canopy over
the balconies below. The eave of the building will vary along the building facades and step/slope with the sloping site.
Fire / Life Safety
A combined fire and domestic water main is planned to serve the project. It is possible, due to existing City of Aspen line
sizes in the area North of the property that two, separate water entrances (one for fire, one for domestic use) will be
required, This will be determined during the project’s design phases.
The fire protection components are as follows:
a. The fire protection system shall be designed in conjunction with an independent
registered engineer or NICET Class III engineering technician working for the installing
contractor.
b. The majority of spaces on the project are anticipated to be light hazard. Kitchen service
areas and mechanical rooms are assumed to be Ordinary Hazard.
c. Due to the size and configuration of the project, standpipes are required per the
International Building code. Standpipes will need to be extended to the roof level where
rooftop gardens or landscaped roofs exist.
d. Preliminary coordination with the City of Aspen water department has confirmed site
water pressure to be 60psi. Portions of the building exist above the elevation 8040’
where the city does not guarantee adequate water pressures for fire suppression
systems. Based on this, the project will require a fire pump system to provide adequate
water pressure for sprinkler systems.
e. The majority of the system will be wet pipe; however there may be unconditioned space
and exterior areas where dry zones or sprinkler heads will be required. An air
compressor for dry systems is anticipated.
SUPPORTING MATERIALS
1. EXTERIOR MATERIALS AND FIRE / LIFE SAFETY STRATEGY
14 |
4240 Architecture Inc
3507 Ringsby Court Suite 117 Denver Colorado 80216 T 303 292 3388 W 4240architecture.com
A
1. A complete fire protection system consisting of riser piping, lateral piping, sprinkler heads, flow
switches and valve monitors shall be provided in accordance with NFPA 13 criteria.
a. Automatic Sprinkler Systems:
(1) The building shall be fully covered by the sprinkler system. The system will
have the necessary fire department connections located on the exterior of the
building (quantity shall be per the authority having jurisdiction). The system will
consist of a predominately-wet pipe, and a partial glycerin antifreeze or dry
pipe system (including compressor) as required to prevent freezing near the
garage entry, soffit areas, outside air intake, and other areas subject below
freezing conditions. A pre-action system will be provided in building
communication and data center rooms (MDF, IDF, etc.).
(2) Sprinkler system zones to be limited to a single floor or partial floor.
(3) Quick response, residential sprinkler heads in residential units.
(4) Sprinkler coverage will be provided at the top and bottom of elevator
hoistways, unless prohibited by the authority having jurisdiction.
(5) Sprinkler coverage will be provided at the top of any laundry or trash chute,
unless prohibited by the authority having jurisdiction.
(6) Sprinkler heads in finished areas (including residential units) to be concealed
type with finish to match architectural ceiling. Side-wall heads (where required)
will be semi-recessed with white or polished chrome finish as directed by
architect.
(7) Sprinkler heads in un-finished areas will be pendant type with a rough bronze
finish. Provide medium and high temperature sprinkler heads in areas with
excessive heat such as the central plant.
(8) Dry type system to be provided at areas of potential freezing.
(9) Occupancy Classifications are per NFPA 13:
(a) Light Hazard: Administration Areas, Common Areas, Residential
units.
(b) Ordinary Hazard (Group I): Parking Garage(s)
(c) Ordinary Hazard (Group II): Boiler Room, Trash Rooms, Commercial
Laundry rooms, Spa/pool equipment room.
b. Standpipe Systems:
(1) The building shall each be equipped with Class III standpipe systems.
Standpipe(s) will be located in each stairwell, rooftop terrace/garden areas, and
as required to satisfy code requirements. Fire valve connections (cabinets
where required) with hose valves shall be located at intermediate landings of
every floor-level at every standpipe. The system will have the necessary fire
department connections located on the exterior of the buildings per the
authority having jurisdiction.
(2) Intermediate standpipes with hose valves and all appurtenances will be
provided where necessary in corridors, garage levels, etc. to provide hose
coverage as directed by authority having jurisdiction.
c. A fire pump system is anticipated to provide necessary flow for sprinkler systems.
15
4240 Architecture Inc
3507 Ringsby Court Suite 117 Denver Colorado 80216 T 303 292 3388 W 4240architecture.com
A
Fire Alarm System:
1. General System Requirements
a. System shall be designed to meet the minimum requirements of NFPA 72 (Fire Alarm
Code) and NFPA 101 (Life Safety Code).
b. The fire alarm system shall be addressable and the main control panel shall be located in
the Fire Command Center (FCC). The FCC shall contain the following:
(1) Main fire alarm control panel.
(2) Elevator status panel.
(3) Generator and ATS remote annunciator panels.
(4) Fire department Voice Command Center.
c. Building shall have a remote annunciator panel located at the main entrance for fire
department access.
2. Detection System
a. Detectors will be provided to accomplish the following tasks:
(1) Activate the alarm signaling devices and remote notification to the fire
department.
(2) Elevator recall.
(3) Shut down required for HVAC equipment and closing fire/smoke dampers.
b. Ceiling mounted photoelectric type smoke detectors shall be located in approved areas
throughout the building.
3. Notification System
a. Combination speaker/strobe signaling devices shall be installed to provide an
audio/visual alarm signal throughout all buildings and garage areas. This alarm will
occur upon activation of any sprinkler flow switch, manual pull station, single smoke
detector, heat detector, or any other automatic detection device and can be hard wired to
a “campus” wide system with connection to lift shack at the bottom terminal.
b. Remote central station: The following summary alarm conditions shall be transmitted to
a UL approved remote central station facility via leased telephone lines:
(1) System trouble.
(2) Smoke detection system alarm.
(3) Manual pull station alarm.
(4) Sprinkler flow switch.
16 |
4445 Northpark Drive, Suite 204,
Colorado Springs, CO, 80907 USA
O:+1 720-441-6608
July 26, 2019
Christian Barlock
Principal
4240 Architecture Inc.
3507 Ringsby Court, Suite 117
Denver, Colorado 80216
RE: Gorsuch Haus – Aspen, Colorado
Code Compliance Narrative
The Gorsuch Haus project is a proposed commercial residential (hotel and condominium) hospitality facility in Aspen,
Colorado. The building design covers a footprint of approximately 26,000 square feet and is generally four stories above
adjacent grade with several sub-grade floors housing parking and support/amenity spaces. Located on sloping terrain, the
building will maintain a consistent height above the adjacent grade but will increase in overall height as the grade elevation
rises.
Given the building height variation due to the sloped site, the building may be subject to certain prescriptive code
requirements applicable to very tall buildings, but which are intended to address hazards not present in the proposed design.
Jensen Hughes has been asked to evaluate the proposed design and outline significant code provisions including rationale
supporting how compliance will be achieved or options for compliance, as appropriate. The project is subject to the 2015
International Building Code (IBC) as amended and adopted by the City of Aspen.
Occupancy Classification
The facility will house both Groups R-1 and R-2 occupancies (hotel and condominium) in addition to Groups A-2/A-3 (dining
and meeting spaces) as well as Group S-2 (enclosed, below-grade parking) and various functional building support rooms
and guest amenity spaces.
The building’s various occupancies will not be required to be separated per the provisions for mixed, nonseparated
occupancies in 508.3. In accordance with this approach, the most restrictive provisions of IBC Chapter 9 and minimum
construction type determined from the occupancies present are applicable to the entire building.
Building Height and Area
Stories. A building’s number of stories above grade is based on the location of grade plane or the finished ground level,
whichever is most restrictive (202). For this building, Levels 3 and above qualify as stories above grade plane resulting in the
building being classified a 7-story building. Construction type for this building is driven by the number of stories above grade,
which, given the occupancies present, will require a minimum of Type I-B construction (Table (504.4).
Building Height. In a building of Type I-B construction, the maximum allowable building height is 180 feet. Building height is
measured from grade plane to the average roof height. The method for establishing the average roof height on a roof with
multiple facets as in the proposed design is not clear in the code. For this project, the average roof height was established at
the midpoint in a single theoretical plane representing the roof. The resulting building height is calculated to be
approximately 43 feet, well within the code allowable height.
Building Area. In a building of Type I-B construction, the allowable floor area per story and the total building area is unlimited
per Table 506.2.
2. CODE COMPLIANCE NARRATIVE
17
Gorsuch Haus; Aspen, Colorado – Code Compliance Narrative 4240 Architecture
Construction Type
Type I-B construction requires structural elements (from Table 601) to be of noncombustible materials with a minimum 2-hour
fire-resistance rating (FRR) for primary structural frame, bearing walls, and floors and a minimum 1-hour FRR for roof
construction and associated secondary members. Per Table 601, footnote c, heavy timber is permitted for roof the
construction and associated secondary members.
Fire Protection Systems
Automatic Sprinkler. The building is required to be protected throughout with an automatic sprinkler system. Insofar as the
building is classified as a 7-story building, and NFPA 13R sprinkler systems are limited to buildings with a maximum of 4
stories, the required sprinkler system will be required to be designed per NFPA 13.
Standpipe System. A standpipe system is required in a building where the highest occupied story is more than 30 feet above
the lowest level of fire department vehicle access (905.3.1). A Class I standpipe system will be required per 905.3.1,
Exception 1.
Fire Alarm. A manual fire alarm system is required throughout the residential and assembly occupancies (907.2.1, 907.2.8,
907.2.9). Manual fire alarm boxes are not required provided that notification appliances will activate on sprinkler flow; except
at least one manual fire alarm box is required for the R-1 (hotel) occupancy (907.2.1, Exception; 907.2.8.1, Exception 2;
907.2.9, Exception 2). Automatic smoke detection is required in Group R-1 corridors (907.2.8.2).
Exterior Walls
Exterior Wall Covering. Exterior wall covering, as regulated by the IBC, includes veneers, siding, cornices, soffits, and facias
(202). In a building of Type I-B construction, combustible exterior wall coverings are permitted but are limited to a maximum
of 40 feet above grade plane (1406.2.1, 2). Combustible exterior wall coverings constructed of fire-retardant-treated wood
are permitted up to a height of 60 feet above grade plane (1406.2.1, 3). More than 60 feet above grade plane, exterior wall
covering is required to be non-combustible.
Balconies. Exterior balconies are limited to a maximum of 50 percent of the building’s perimeter on each floor (1406.3)
unless sprinkler protection is extended to the balcony areas (1406.3, Exception 4). Balconies made of combustible
construction are required to be Type IV, heavy timber construction or have a minimum 2-hour FRR (1406.3). Guards,
pickets, rails, and similar guardrail devices are permitted to be of untreated wood (1406.3, Exception 2).
If you have any questions regarding this evaluation or would like to discuss further, please feel free to contact me directly at
jevans@jensenhughes.com or 719-314-7381.
Sincerely,
JENSEN HUGHES
Jeffrey Evans, RA, CBO
18 |
1626 Cole Boulevard, Suite 300
Lakewood, CO 80401
P 303.278.3820
www.bgbuildingworks.com
July 30, 2019
Attn: Marc Snyder
3507 Ringsby Court, Ste. #117
Denver, CO 80216
RE: Gorsuch Haus
CPTSB Fire & Life Safety Requirements
Dear Marc,
We are providing this letter to summarize Fire Alarm system design intent to meet Colorado Passenger
Tramway Safety Board (CPTSB) requirements for the Gorsuch Haus project.
The fire alarm system at the Gorsuch Haus facility shall be designed to meet the minimum requirements of
NFPA 72 (Fire Alarm Code), NFPA 101 (Life Safety Code) and the International Building Code (IBC). As the fire
alarm system pertains to the ski lift, a remote annunciation panel from the Gorsuch Haus fire alarm system will
reside in the ski lift operator facility to notify lift personnel of general building alarm events at the hotel so the
lift may be shut down. It is anticipated that an audio/visual notification appliance such as a speaker strobe will
be located above the annunciation panel to indicate an alarm.
Additionally flammable liquids will not be stored under the Airspace encroachment as part of plumbing systems
design, and the building will be fully sprinklered.
Please update us with if any requirement changes or contact us with any questions.
Sincerely,
Wesley Ploof, P.E.
Engineer
Cc: Brian Robertson, Eric Aden – BG Buildingworks
3. CPTSB FIRE & LIFE SAFETY REQUIREMENTS
21
DEVELOPMENT TEAM
PLANNER + LANDSCAPE ARCHITECTURE
Design Workshop, Inc
120 East Main Street, Suite 100
Aspen, CO 81611
970.925.8354 | www.designworkshop.com
ARCHITECTURE
4240 Architecture
3507 Ringsby Court, Suite 117
Denver, CO 80216
303.292.3388 | www.4240architecture.com
CIVIL ENGINEERING + SURVEYING
Sopris Engineering, LLC
502 Main Street, Suite A3
Carbondale, CO 81623
970.704.0311| www.sopriseng.com
FIRE PROTECTION CONSULTANT
Jensen & Hughes
4445 Northpark Drive, Suite 204,
Colorado Springs, CO 80907
719.257.2728 | jensenhughes.com
MUDFLOW ANALYSIS
Tetra Tech
130 Ski Hill Road, Suite 130
Breckenridge, CO 80424
970.453.6394 | www.tetratech.com
GEOTECHNICAL ASSESSMENT
HP Geotech
5020 County Road 154
Glenwood Springs, CO 81601
970.945.7988 | www.hpgeotech.com
PUBLIC COMMUNICATIONS
O Communications
P.O. Box 5128
Aspen, CO 81611
970.925.8480 | www.ocommunications.net
LEGAL REPRESENTATION
Holland & Hart, LLP
600 East Main Street, Suite 104
Aspen, CO 81611
970.925.3476 | www.hollandhart.com
HOTEL OPERATIONS
CoralTree Hospitality
5299 DTC BLVD #1260
Greenwood Village, CO 80111
303.799.3830 | www.coraltreehospitality.com
DW LEGACY DESIGN®
We believe that when environment, economics, art and community
are combined in harmony with the dictates of the land and needs
of society, magical places result — sustainable places of timeless beauty,
significant value and enduring quality, places that lift the spirit.
Design Workshop is dedicated to creating Legacy projects:
for our clients, for society and for the well-being of our planet.
www.designworkshop.com