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COLORADO EXTREME
Prepared for:
Blue Mind, LLC
Sheldon Wolitski, Manager
5090 Upper Cattle Creek Road
Carbondale, CO 81623
Prepared by:
DHM Design
255 Main St. #201
Carbondale, CO 81623
December 2025
Table of Contents
Project Team
Application Form
Cover Memo
Intent of Use
Relation to existing and prior LU applications
Assemblege
Location
Occupancy
Heating
Accessibility
Conformance to IBC and ICC Code 300
Membrane Structures
Temporary Structures
Appendix Items
Appendix A - Site Plans
Appendix B - Architectural Plans
Appendix C - Structural Evaluation
Appendix D - Flame -Resistant Registrations
Appendix E -Tent Heater Specs
Appendix F - Driveway Permit
Appendix G -Tent Donation Receipt
Appendix H - Snow Management Operations Plan
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DHMDESIGN.COM
Project Team
Owner:
Blue Mind, LLC
Sheldon Wolitski, Manager
5090 Upper Cattle Creek Road
Carbondale, CO 81623
919.349.2980 (c)
sheldon@coloradoextreme.org
Kayley Romano, Rink Operations
kayley@coloradoextreme.org
321-505-1694 (c)
Javier Martinez, Contractor
970-379-7398 (c)
Permit Preparer:
DHM Design
Jason Jaynes, Principal, PLA
225 Main Street, Suite 201
Carbondale, CO 81623
970.963.6520 (o); 970.366.1637 (c)
jjaynes@dhmdesign.com
Tent Donation:
Premier Party Rental
Kayli Pace, General Manager
894 Hwy 133
Carbondale, CO 81623
970.618.1804 (c)
kayli@premierpartyrental.net
Architect:
Losberger De Boer
Mike Morse, Gulf Coast Region
285 Bucheimer RD Suite A
Frederick, MD 21701
607.220.7113 (o)
Mike.Morse@losbergerdeboer.com
Colorado Extreme'I Amended Land Use Change Permit Application
Cover Memo
Use
This building permit application is for the installation of a Multiflex P8 prefabricated tent structure ("warming but") by
Losberger, donated to Colorado Extreme by Premier Party Rental. The tent will be installed on December 10th for a one -
day fundraiser event —the NHL Alumni Outdoor Classic —held on December 12th on the Colorado Extreme property in
Carbondale, Colorado. The event brings NHL alumni to Carbondale to compete and raise funds that support Colorado
Extreme's mission of providing free youth hockey.The warming but will serve as a safe, heated seating area for spectators
during the event and will remain in place through the end of the hockey season in March.
Relation to existing and prior LU applications
The structure was approved with conditions under the 2024 amended Land Use Change Permit #LIPA-11-24-9043,
resolution # 2025-45, recorded on October 13th, 2025 and approved by the BOCC on November 3rd, 2025.This application
amended two previously approved Land Use Permits, #LIPA-08-22-8917 recorded on October 10th, 2022 and #LIPA-08-23-
8978, recorded on October 10th, 2023. These permits establish the framework for the facility's operations and associated
infrastructure, ensuring compliance with local regulations and long-term planning goals.
Assemblage
The 20' W x 501 x 11'-7" H warming but consists of a Losberger Multiflex P8 prefabricated frame structure, assembled
from engineered aluminum components and enclosed with tensioned fabric roof and wall panels.The frame is erected on
base plates anchored to the ground, with cables kept taut and fabric stretched to maintain the required roof gradient and
structural performance. All components are original Losberger parts, installed in accordance with manufacturer specifications
and engineering requirements for temporary enclosed structures. See structural evaluation in the Appendix.
Location
The proposed location for the structure is on the northeastern side of the existing full size hockey rink.The location is outside
the 25-foot front yard setback to the north and the piped Union Ditch easement to the south. See site plans in the Appendix.
Occupancy
The tent's occupancy load for cocktail style seating is 125 guests. During the alumni event, the warming but may
accommodate up to 125 people at a time. For the remainder of the season, occupancy will be limited to regular hockey
program users.
Heating
The warming tent will be heated using three ductable direct fired heaters, model numberTHC-355CDF- dual fuel. See tent
heater specifications in Appendix.
Lighting
The warming tent is equipped with five interior track lights, each with three fixtures, for a total of fifteen 45-watt bulbs
illuminating the space.
Accessibility Requirements
To ensure compliance with ADA requirements, the warming tent will be made available during the one -day hockey event.The
tent will provide accessible space for individuals with disabilities, ensuring their comfort and full participation in the event.
The tent location will mirror the orientation of the proposed bleachers, proximal to ADA restroom facilities already on site.
C - - -
oloiado Extreme Amended Land Use Change Permit Application
4
DHMDESIGN.COM
Conformance with IBC and IFC
3102 Membrane Structures
3102.2 Definitions and 3102.3 Type of Construction
Membrane -covered frame structures are classified as Type 116 construction under the Special Construction section of the
2015 International Building Code (IBC). See Structural Evaluation in Appendix.
3102.5 Maximum Height
This structure is one-story and will have a maximum height of 11'-7"which is within the allowable building height for
Type 1113 Construction.
3102.7 Engineering Design
See Architectural plans and Structural Evaluation in Appendix.
3103 Temporary Structures
31031.1.1 Conformance
See structural evaluation and flame -resistant product registrations for the clear vinyl sidewall and roof panel in Appendix.
The tent fabrics meet all NFPA 701 standards.The structure is not designed for snow loads, see snow management
operations plan in Appendix.
3103.2 Construction Documents, 3103.3 Location
A site plan, included in the Appendix, indicates the location of the proposed warming but and demonstrates compliance
with the required distances for fire separation based on Type IIB Construction (defined as greater than 10' to adjacent
structures or perimeter lot lines).
3103.4 Means of Egress
To ensure safe and efficient means of egress, the warming but will have two exits, with over 10' of clearance provided
around the entire structure. The exits and their associated pathways are designed to ensure safe evacuation and to
accommodate the building's occupant load. All egress components are designed to meet accessibility standards,
including appropriate door clearances and signage. Emergency lighting and illuminated exit signs are provided to
guide occupants in low -visibility conditions. The tent package also includes two carbon monoxide detectors, two fire
extinguishers, and two no smoking signs. See tent donation receipt in Appendix.
Colorado Extreme [ Amended Land Use Change Permit Application
61
Appendix Items
Appendix A -Site Plans
Appendix B - Architectural Plans
Appendix C - Structural Evaluation
Appendix D - Flame -Resistant Registrations
Appendix E -Tent Heater Specs
Appendix F - Driveway Permit
Appendix G -Tent Donation Receipt
Appendix H - Snow Management Operations Plan
Colorado Extreme I Amended Land Use Change Permit Application
6
Appendix A: Site Plans
Appendix B: Architectural Plans
6m multiflex
Profile 100mm x 48mm
Width
(A)
5.89m ( 19' - 4")
Upright (Leg)
2.5 upright
Eave Height
(C)
2.45m ( 8' - 0")
Ridge Height
(D)
3.52m (11' - 7")
Gable Purlin
(B 1)
2.94m (9' - 8 ")
Leg distance (133) 3.Om (9' - 10")
Roof Slope 20 degrees
Longest Frame 3.62m (11' - 11 ")
Component
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Appendix C: Structural Evaluation
LOSBERGER
Multiflex Frame Structure
6m - 12m wide with 2.5m Leg
Structural evaluation in accordance with IBC 2012 and ASCE 7-10
Evaluated for use in the following conditions:
1. Risk / Occupancy Category II
2. Wind Velocity varies per structure width
3. Enclosed Structure
4. Temporary Structure - (mean recurrence interval < 2 yr = .68)
5. Not designed for
• snow load
• flood hazard areas or,
areas subjected to escarpment effects.
The professional engineer seal on this cover page refers to the calculation sheets contained within this document and to
any Appendbc or Table sheets that support this document. Any other drawings and documents may require a separate seal
for coverage not provided here.
Certification of this document only shows that the Professional Engineer of that particular state is in agreement with the
report's contents. It does not, however, imply that the structures are generally suitable for use within that state, or that
every installation is covered by this report.
The information and illustrations contained within this document remain the sole property of Losberger U.S., LLC, and are
to be treated as confidential.
The professional engineers seal, affixed on this document, signifies a responsibility for the structural adequacy of the
design of the structure in the completed project. The content contained within this document does not encompass means,
methods and safety of erection.
All data, designs, technical representations, engineering calculations and illustrations whether written or implied may not
be reproduced in whole or in part nor distributed, used in manufacturing, design or display without the express written
consent of Losberger U.S., LLC.
Retention of this document shall constitute acceptance of these terms and conditions.
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Losberger U.S., LLC
Frederick,
BricMRd, Suite A
I L4 Frederickk,, MD 21701
LOSBERGER (800) 964-8368
Summary and Recommendations
This summary is based on technical background information as provided by Losberger U.S., LLC, covers the
structural evaluation of the Multiflex 6m-12m x 2.5m leg height aluminum frame style structures in accordance
with U.S. Building Code requirements. The specifications outlined in the Structural Engineering Institute /
American Society of Civil Engineers (SEI/ASCE 7) "Minimum Design Loads for Buildings and Other
Structures" were followed in determining the integrity of the structure. This summary presents the design
criteria that served as a basis for the acceptability of these temporary, stand-alone, enclosed structures.
This document is a summary of design criteria used in a more detailed analysis that was compiled by
Lightweight Design Inc. and based on the existing frame tent system with reference to the applicable building
codes in the U.S. This report includes the load cases and combinations used in the analysis and gives an
indication as to the wind exposure for which the structures are suitable. Certification of this document only
shows that the Professional Engineer of that particular state is in agreement with the report's contents. It
does not, however, imply that the structure(s) is generally suitable for use within that state, or that every
installation is covered by this report.
As this document was compiled based on design information as provided by Losberger, the summary and
recommendations for this structure and contained within this document can only be valid if the structure is
erected with original Losberger parts and components.
Dead Loads
Self weight
The weight of the structure's components with addition of uniform distributed loads for fabric roofing, side wall
materials, and minor components.
Collateral
The analysis assumes that some additional hanging loads will be applied to the frame. For the purpose of this
report, these hanging loads have been assumed to be as shown in the chart below.
Multiflex
Per point i Per frame
6
1701
420
9
1201
290
12
90i 200
Live Loads
Per point is the maximum load which can be applied as a point load at any point
on the frame.
Per frame is the maximum total load which can be applied as equal point loads
to at least five (5) suspension points on the frame which are equally distributed
over the complete span width.
Consult the manufacturer for site specific hanging load limits.
Floor Live Load
Live loads loads produced by the use and occupancy of the building are found on Table 1607.1. In the case of
this structure, their are no additional live loads.
Roof Live Load
A load on a roof produced (1) during maintenance by workers, equipment, and materials and (2) during the life of
the structure by movable objects, such as small decorative appurtenances that are not occupancy related.
Due to the nature of construction of this structure, neither materials nor equipment can be placed upon the roof.
Cleaning maintenance of the roof must be done from a manlift supported above the roof due to the slippery
nature of the fabric when it gets wet. Repair maintenance likewise is typically done from a manlift supported
above the roof. Therefore, a roof live load was considered not applicable for this application.
Flood Loads
Due to the temporary nature of the structure, it is assumed that it will not be subject to flooding conditions.
2 of 4
Fq
LOSBERGER
Losberger U.S., LLC
285 Bucheimer Rd, Suite A
Frederick, MD 21701
(800) 964-8368
Snow Loads
Due to the temporary nature of the structure and its seasonal installation, snow loading is neglected in the load
considerations and is beyond the scope of this structure report. It is not recommended to install this
structure in locations prone to snow and during times where snow events are expected to occur. If a snow
event is likely while the structure is erected, then measures must be provided to ensure snow removal or
melting during the event. Furthermore, the prescribed gradient of the roof fabric should be maintained to allow
for smooth drainage and to prevent the potential for ponding.
pb = O-psf Ground Snow Load :
Ce = 0.90 Exposure Factor
Ct = 1.00 Thermal Factor:
15 = 1.00 Importance Factor
-
Cs — 0.77 Roof Slope Factor
pf= 0•psf Flat roof snow load
Wind Loads
Basic
wind speed (3sec. gust) Effective wind speed
"6m 2.5m leg"
120
81.6
Structures = "9m 2.5m leg"
V = 120 mph
Vr= 81.6 •mPh
"12m 2.5m leg"
100
68
Cat = "II"
Risk Category
Exposure = "B"
Wind Exposure
O
.18 =
GC Pi
Intemal Pressure Coefficient
—0.18
10.15
10.15
qh = 10.15 psf at mean roof height qZ =
10.15 -psf at roof peak height
Velocity Pressure
7.05
7.05
Seismic Loads
Due to the lightweight construction of this structure, seismic load is minimal compared to wind loading, so wind
loading was used as the governing design load.
Other Loads
The structure is designed to support the loads shown in this calculations. It may, or may not, be capable of
supporting additional collateral loads. The owner of the structure shall not hand, or otherwise affix, additional
loads to this structure without a review by an engineer qualified to make said review. Additionally, prior to
adding load to this structure, the owner shall get a written confirmation by the qualified engineer as to the
magnitude and location of the load, or loads, being applied.
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F0__q'
LOSBERGER
Base Reactions
The maximum reactions at the
foundations/supports due to the
rated load and exposure category
are given in the tables below, per
base plate, per frame.
Losberger U.S., LLC
285 Bucheimer Rd, Suite A
Frederick, MD 21701
(800) 964-8368
Multiflex
6m250 I 9m250
(120 mph) (120 mph)
Arch I Gable End I Arch I Gable End
Frame Wall Posts Frame ! Wall Posts
Max Vertical Downward 0.55 kips 0.09 kips 0.65 kips 0.09 kips
Max Vertical Uplift 0.79 kips 0.00 kips 1.09 kips 0.00 kips
Max Shear 0.57 kipsZ 1 0.58 kips 0.69 kipsZ 1 0.60 kips
1Add'I shear at cross -braced frames = 1.78 kips 1.75 kips
2Add'I uplift at cross -braced frames = 1.44 kips 1.48 kips
12m 250
(105 mph)
Arch Gable End
Frame Wall Posts
Max Vertical Downward 0.71 kips 0.10 kips
Max Vertical Uplift 1.13 kips 0.00 kips
Max Shear 0.77 kipsZ 0.60 kips
1Add'I shear at cross -braced frames = 1.77 kips
2Add'I uplift at cross -braced frames = 1.58 kips
NOTE: Foundations, by others, are required to support column loads. The structure should be set on firm
and unyielding ground. This ground should sufficiently contain the bearing pressures of the base
plates as well as the tractive forces of the anchors. A foundations engineer must verify ground
conditions on a site -by -site basis and provide appropriate bearing plate sizes to accommodate column
loads:
Installation Requirements
It is understood that the responsibility of proper installation according to the plans rests upon the installation
contractor. This includes, but is not limited to, ensuring the following:
• that the cables are always held taut,
• that the fabric is stretched tight enough to prevent the development of pockets and to maintain the prescribed
roof gradient,
• that purlins are installed securely against rafters to resist calculated loads,
• that baseplates are secured to the foundation using anchors. The manufacturer provides a baseplate/anchoring
plan for the structure as a starting point for average soil conditions. It is the installers responsibility to ensure
that the anchorage provided will resist the reaction loads as indicated in the tables found in this document.
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Appendix D: Flame -Resistant Re istrations
CALIFORNIA DEPARTMENT OF FORESTRY and FIRE PROTECTION
OFFICE OF THE STATE FIRE MARSHAL
REGISTERED FLAME -RESISTANT PRODUCT
Product: Registration No.
DAF DPC FA-59301
2.5m x 3m CLEAR VINYL SIDEWALL
Product Marketed By:
DAF Products, Inc.
420 Braen Avenue
Wyckoff, NJ 07481
This product meets the minimum requirements of flame resistance established by the California State
Fire Marshal for products identified in Section 13115, California Health and Safety Code.
This fabric meets all NFPA 701 standards. Duraskin vinyl keeps its flame-retardant properties
throughout the lifetime of the product and will not wash away.
The scope of the approved use of this product is provided in the current edition of the CALIFORNIA
APPROVED LIST OF FLAME RETARDANT CHEMICALS AND FABRICS, GENERAL AND
LIMITED APPLICATIONS CONCERNS published by the California State Fire Marshal.
Deputy State Fire Marshal
CALIFORNIA DEPARTMENT OF FORESTRY and FIRE PROTECTION
OFFICE OF THE STATE FIRE MARSHAL
REGISTERED FLAME -RESISTANT PRODUCT
Product:
DURASKIN
3mX6m White Roof Panel Mutliflex P8
Product Marketed By:
VERSEIDAG INDUTEX GMBH
INDUSTRIESTR 56
47803 KREFELD GERMANY
Registration No.
FA-53001
This product meets the minimum requirements of flame resistance established by the California State
Fire Marshal for products identified in Section 13115, California Health and Safety Code.
This fabric meets all NFPA 701 standards. Duraskin vinyl keeps its flame-retardant properties
throughout the lifetime of the product and will not wash away.
The scope of the approved use of this product is provided in the current edition of the CALIFORNIA
APPROVED LIST OF FLAME RETARDANT CHEMICALS AND FABRICS, GENERAL AND
LIMITED APPLICATIONS CONCERNS published by the California State Fire Marshal.
A -
Deputy State Fire Marshal
Appendix E: Tent Heater Specifications
THC-175DF & THC-85
ifTLeTl*l
Propane
Natural Gas
Fuel Consumption
Ignition System
Heat Capacity
Heated Air Output
Power Requirement
Thermostat
Shipping Weight
Net Weight
Net Weight
LxWxH
THCP-DD and
THCP-WD12
THC-85
THC-85P
THC-85N
3.8 Ibs/hr - 82 CFH
Direct Spark
85,000 btuh
450 CFM
115V/60Hz/1 ph/15am
20ft Cord for
remote location
135 Ibs
122 Ibs
122 Ibs
31"x22"x27"
it
THCP-DD
THCP-DD18
I
o�
THC-355CDF
THC-175DF
THC-175DF - dual fuel
THC-175DF - dual fuel
8 Ibs/hr - 175 CFH
Direct Spark
175,000 btuh
1,200 CFM
115V/60Hz/1 ph/15amp
20ft Cord for
remote location
193 Ibs
164 Ibs
164 Ibs
35" x 24" x 33"
THCP-WD12
THCP-WD18
THC-355CDF
17C-355CDF - dual fuel
THC-355CDF - dual fuel
16 Ibs/hr - 307 CFH
Direct Spark
330,000 btuh
2,600 CFM
115V/60Hz/1 ph/15amp
20ft Cord for
remote location
390 Ibs
345 Ibs
345 Ibs,
47" x 32" x 42"
THCP-HD85
THCP-HD175
!DEAL. FOR TENT AND CONSTRUCTION HEATING APPLIGACION5
Thermostatically controlled for a consistent, comfortable environment
Operates as both a fresh air circulator or a heater at the touch of a switch
Ducting options allow for heat to be directed to specific areas
Quiet, efficient, easy to set-up, rugged design
Appendix F: DrivewayPermit
Garfield County
Application for Driveway Permit
Person Obtaining Permit: Blue Mind, LLC Permit Number: GRB23 D-8
Application Date: 811512023 Termination Date: 1111312023
County Road Number: 100 District. Glenwood Inspector: Wyatt Keesbery
hereby requests permission and authority from the Board of County Commissioners to construct a driveway approach (es)
on the right-of-way off of County Road, 100,100' +/- North of 2340 CR 100, located on the South side of road for the
purpose of obtaining access to property.
Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the
proposed installation showing all the necessary specification detail including:
1. Frontage of lot along road.
2. Distance from centerline of road to property line.
3. Number of driveways requested
4. Width of proposed driveways and angle of approach.
5. Distance from driveway to road intersection, if any.
6. Size and shape of area separating driveways if more than one approach.
7. Setback distance of building(s) and other structure improvements.
8. No unloading of equipment on county road, any damage caused to county road will be repaired at subdivision
expense.
9. Responsible for two years from the date of completion.
General Provisions
1) The applicant represents all parties in interest, and affirms that the driveway approach (es) is to be constructed by
him for the bona fide purpose of securing access to his property and not for the purpose of doing business or
servicing vehicles on the road right of way.
2) The applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the
construction of the driveway(s). All work shall be completed within ninety (90) days of the permit date.
3) The type of construction shall be as designated and/or approved by the Board of County Commissioners or their
representative and all materials used shall be of satisfactory quality and subject to inspection and approval of the
Board of County Commissioners or their representative.
4) The traveling public shall be protected during the installation with proper warning signs and signals and the Board
of County Commissioners and their duly appointed agents and employee shall be held harmless against any action
for personal injury or property damage sustained by any reason of the exercise of the Permit.
5) The Applicant shall assume responsibility for the removal or clearance of snow, ice, or sleet upon any portion of
the driveway approach (es) even though deposited on the driveway(s) in the course of the County snow removal
operations.
6) In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall
be surely braced before the fence is cut to prevent any slacking of the remaining fence and all posts and wire
removed shall be turned over to the District Road Supervisor of the Board of County Commissioners.
DHMDESIGN.COM
7) No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without
written permission of the Board of County Commissioners.
8) Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County
Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and
incorporated herein as conditions hereof.
9) Final inspection of driveway will be required upon completion and must be approved by person issuing
permit or representative of person issuing permit.
The inspection and sign off must be done prior to any CO from the Building and Planning
Department being issued.
Special Conditions:
1. Driveway Width- 60ft
2. Culvert required? False Size: NA by NA
3. Asphalt or concrete pad required? True Size of pad: 30ft Wide x 10ft long x 4in thick
4. Gravel portion required? True Length: 100ft
S. Trees, brush and/or fence need to be removed for visibility? True
6. Distance and Direction:660'
7. Certified Traffic Control Required? True
8. Work zone signs required? True
9. Stop sign required at entrance to County Road.
In signing this application and upon receiving authorization and permission to install the driveway approach (es)
described herein the Applicant signifies that he has read, understands and accepts the foregoing provisions and conditions
and agrees to cart the ivetivay(s) in accordance with the accompanying specification plan reviewed and approved
y the Board of County Commissioners.
Signed:
Address:
Telephone Number: 97o.
Permit granted 8/15/2023, subject to the provisions, specifications and conditions stipulated herein,
For Board of County Commissioners' of Garfield County, Colorado:
l
r G '1
Representative of Garfield County Road and Bridge Signature
Appendix G: Tent Donation Recei t
PREMIER PARTY RENTAL LLC
894 HIGHWAY 133
CARBONDALE, CO 81623
(970)963-8368
RENTED TO JOB LOCATION TICKET #
COLORADO EXTREME ALUMNI EVENT Res# 14477
2340 COUNTY ROAD 100 2340 COUNTY ROAD 100
CARBONDALE CO 81623 ICE RINK
CARBONDALE CO 81623 Loc 100
DL/ID # DOBth ID#2 PHONE DATE _
NA-000197336 C (719) 659-3867 OUT 12/10/25 Wed KP
SLSP PO/JOB # RECEIVED BY
STEPH SHELDON DUE 12/23/25 Tue KP
RESERVATION Charge for 1.50 Day(s) Page: 1
QTY ITEM DAY $XT AMT NET AMT
Rental Text Clear walls across the rink / window walls
on the
sides / white walls on the
back
place tent RIGHT UP TO THE
RINK (electrical
box
will be inside the tent -
put table over top)
12/13 - site attendant on
site 2-5:30pm to
manage
walls, heaters, lights
Call Javier (970) 379-7398
1
0309-0000 TENT, 20X50 WHITE LOSBERGER
925.00
1387,50
1387.50
2
2015-0000 EXIT SIGN *LIGHTED*
42.25
126.75
126.75
Equipment Requires Power. Power must
be provided
prior to PPR arrvial.
Safety Equipment cannot be removed
at ANY TIME. It
is required by Fire and Building.
120 Volt / 3.5 Watts
2
2000-0000 FIRE EXTINGUISHER
15.50
46.50
46.50
2
2005-0000 CO-2 I SMOKE DETECTOR
15.50
46.50
46.50
2
2010-0000 NO SMOKING SIGN
5.00
15.00
15.00
14
2050-0000 WATER BARREL, 55 GALLON
6.25
131.25
131.25
Water must be provided ONSITE for
water barrels
Designated Area must be set for emptying water
post event.
14
2051-0000 WATER BARREL, WHITE COVER
7.50
157.50
157.50
50
2201-0000 WALL, BX10 CLEAR LOSBERGER
5.50
412.50
412.50
40
2202-0000 WALL, 8X10 FRENCH WINDOW
5.10
306.00
306.00
50
2200-0000 WALL, 8X10 WHITE LOSBERGER
4.50
337.50
337.50
03-DEC-25 09:41:18
PREMIER PARTY RENTAL LLC
894 HIGHWAY 133
CARBONDALE, CO 81623
(970)963-8368
RENTED TO
JOB LOCATION
TICKET #
COLORADO EXTREME
ALUMNI EVENT
Res# 14477
2340 COUNTY ROAD 100
2340 COUNTY ROAD
100
CARBONDALE CO 81623
ICE RINK
CARBONDALE CO 81623
Loc 100
DL/ID # DOBth
ID#2 1PHONE
DATE
NA-000197336
C (719) 659-3867
OUT
12/10/25 Wed KP
SLSP PO/JOB #
RECEIVED BY
STEPH
SHELDON
DUE
12/23/25 Tue KP
RESERVATION
Charge
for
1.50 Day(s) Page: 2
QTY ITEM
DAY
EXT AMT NET AMT
14
2399-0000 SIDEWALL TIE -BACKS
0.00
0.00
5
2400-0000 LIGHTING, TRACK W/ THREE CANS
57.00
427.50
427.50
Equipment Requires Power. Power Must
be provided
prior to PPR arrival.
(3) 45 Watts light bulbs / track
2
2500-0000 DIMMER, WHITE
18.00
54.`00
54.00
2
2506-0000 EXTENSION CORD, 100' WHITE
25.50
76.50
76.50
2
2627-0000 TENT HEATER, 175 BTU FLAGRO
275.00
825.00
825.00
Equipment Requires Power. Power MUST
be provided
prior to PPR arrival.
170,000 BTU / 7.3 AMPS starting / 5
AMPS
continuous
30 3/4" L X 18 1/4" W X 28 1/4" H
2
2645-0000 TENT HEATER FACADE, WHITE
125.00
375.00
375.00
2
2506-0000 EXTENSION CORD, 100' WHITE
25.50
76.50
76.50
1
81623 CARBONDALE DELIVERY
475.00
475.00
1
1016 FUEL SURCHARGE
66.50
66.50
1
CO -RFD RETAIL DELIVERY FEES
0.29
0.29
0.29
4
LR ON SITE ATTENDANT
75.00
300.00
300.00
1
1015 INSTALLATION FEE TENT
600.00
600.00
1
8585 PREMIER DISCOUNT
-6958.71
-6958.71
-----
Payments ------
RENT
SALES
DELIVERY
DW/FEES
Addl TAX
(4.9%) SALES TAX
DEPOSIT
TOTAL DUE
EST AMT DUE
4801.50
-5991.92
475.00
480.15
0.00
235.27
0.00
0.00 TOTAL PAID 0.00
0.00
03-DEC-25 09:41:18
Appendix H: Snow Management Operations Plan
OHM USIGN
LANDSCAPE ARCHITECTURE I LAND PLANNING I ECOLOGICAL PLANNING 1 URBAN DESIGN
COLORADO EXTREME- TEMPORARY WARMING HUT
Snow Management Operations Plan
12.3.25
1. General Occupancy: the warming but will only be in use by Colorado Extreme participants when the site is
actively staffed.
2. During periods of forecasted inclement weather when the site is unoccupied, the interior temperature will be
maintained at approximately 40°F to prevent snow accumulation on the roof. Heating methods will be evaluated
and adjusted as needed after each snow event.
3. Staff will visually inspect the structure after each snow event and remove any accumulated snow using snow
rakes. The structure will remain unoccupied until it has been cleared for use by staff, regardless of ground snow
accumulation.
4. During periods of occupancy, when heavy snowfall is occurring, staff will continuously monitor the structure
for snow accumulation.
5. Temperature fluctuations between the interior and exterior may result in ice accumulating on the roof. If ice
develops that cannot be removed with a snow rake without risking damage to the membrane, the interior
temperature of the warming but will be temporarily increased to melt the ice. This method will be employed
only as a last resort, with continuous monitoring throughout the process.
DENVER CARBONDALE DURANGO BOZEMAN WWW.DHMDESIGN.COM
225 Main Street, Suite 201 Carbondale, Colorado 81623 P: 970.963.6520