HomeMy WebLinkAboutFile Documents.533 W Hallam St.0285.2018 (104).ARBKThe City of Aspen
These plans must be kept at the
building site or inspection
delays may occur. Construction
shall conform to these plans. All
changes shall be approved by
the building official.
Field Plan Set Must Be Printed In Color
SEPARATE PERMITS ARE
REQUIRED FOR ELECTRICAL,
PLUMBING, MECHANICAL, OR
FIRE SPRINKLER WORK
The following criteria must also be met with construction:
Ø A construction fence must be erected along the entire dripline of
all trees on site and any tree canopy from neighboring property.
This will serve as the tree protection zone (TPZ). This fence is to
be constructed in such a manner that the area inside the dripline is
protected. AN INSPECTION OF THIS FENCE MUST BE
PERFORMED BEFORE ANY CONSTRUCTION OR DEMOLITION
ACTIVITIES BEGIN. PLEASE ARRANGE THIS INSPECTION
WITH BEN CARLSEN AT 429-2034.
Ø No materials may be stored in the TPZ, including but not limited
to, construction backfill, construction traffic, or any other
construction materials.
Ø No excavation, grading or trenching may occur within the TPZ
without the consent of the City of Aspen Forester or his designee.
Ø No parking of vehicles or equipment may occur in the TPZ.
Ø No dumping of any waste products may occur in the TPZ.
Ø Any roots cut during excavation shall be pruned with sharp
loppers/pruners back to the soil line. The roots will further be
protected by burlap draped over the side of the excavation
covering the exposed roots. This burlap shall be kept moist until
the excavation is backfilled.
Ø Pruning to provide clearance for construction activities shall only
be done under the direction of an arborist.
Ø Site inspections shall be performed on a weekly basis, to ensure
the above listed conditions are met.
Ø Any unapproved improvements or activities outside of those
approved within this permit will be subject to mitigation in the form
of restoration.
Ø This permit must be posted on site during the construction
process.City of Aspen - Tree Planting Specifications
Trunk caliper shall
meet ANSI Z60 current
edition for root ball size.
Modified soil. Depth
varies. (See soil preparationplan).
Finished grade.
Bottom of root ball rests on
existing or recompacted
soil.
Central leader. (See crown
observations detail).
SECTION VIEW
Remove 1/3 of burlap and basket wire.
Round-topped soil berm 4" high x 8" wide
above root ball surface
shall be constructed aroundthe root ball. Berm shall
begin at root ball periphery.
Top of root ball shall be flush with
finished grade.
Prior to mulching, lightly tamp soil
around the root ball in 6" lifts to
brace tree. Do not over compact.When the planting hole has been
backfilled, pour water around the
root ball to settle the soil.
4" layer of mulch.
No more than 1" of mulch on
top of root ball. (Seespecifications for mulch).
Notes:
1- Trees shall be of quality
prescribed in crown
observations and rootobservations details and
specifications.
2- See specifications for
further requirements related to
this detail.
Existing soil.
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The City of Aspen
City of Aspen - Tree Protection Zone
Crown drip line or other limit of Tree Protection area. See
tree preservation plan for fence alignment.
4'-
0
"
Maintain existing
grade with the tree
protection fence
unless otherwise
indicated on the
plans.
2" x 6' steel posts
or approved equal.
Tree Protection
fence: High density
polyethylene fencing
with 3.5" x 1.5"openings; Color-
orange. Steel posts
installed at 8' o.c.
5" thick
layer of mulch.
Notes:
1- See specifications for additional tree
protection requirements.
2- If there is no existing irrigation, see
specifications for watering requirements.
3- No pruning shall be performed except
by approved arborist.
4- No equipment shall operate inside the
protective fencing including during fenceinstallation and removal.
5- See site preparation plan for any
modifications with the Tree Protection
area.
SECTION VIEW
KEEP OUT
TREEPROTECTION
AREA
8.5" x 11"
signlaminated in
plastic spaced
every 50'along the
fence.
URBAN TREE FOUNDATION OPEN SOURCE FREE TO USETPZ-1
Tree protection fencing isrequired at the driplines ofall trees shown.
There is NO activity allowedwithin this fenced area, including,but not limited to: digging, storage
of material, equipment,machinery, foot or vehicle traffic.
Please contact the City Forester orhis designee at 920-5120 for aninspection of this fencing Prior toany activity.
If the need arises to perform anyactivity in the tree protectionarea, please contact the CityForester and you will be given
specific instructions as to how toproceed to minimize impacts tothe tree root zone.
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
SPECIAL INSPECTION REQUIRED:
-Structural steel welding: Field & Shop
-High strength bolting
-Epoxy anchors
-Intumescent paint
-Spray applied fire resistive materials
-Permanent micropiles
Special inspection is required per 2015 IBC
section 1704. Inspector to verify that copy of
agreement for inspection program to be on
the job site prior to performing any
inspections. A copy of all Special Inspector
field reports to be on the job site for
inspectors' review if requested. Failure to
comply may result in denial of inspection.
FIRE
SPRINKLERS
REQUIRED
Electric vehicle charging (IRC 309.6).
Newly constructed one- or two-family dwellings and townhouses with a dedicated attached or
detached garage shall facilitate future installation and use of electric vehicle chargers. For each
dwelling unit, a 208/240-volt individual branch circuit or a listed raceway to accommodate a future
individual branch circuit shall be installed. The raceway shall not be less than trade size 1 (nominal
1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall
terminate into a listed cabinet, box or other enclosure, and in close proximity to the proposed
location of the electric vehicle charger. Raceways are required to be continuous at enclosed,
inaccessible or concealed areas and spaces. The service panel or subpanel circuit directory shall
provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to
permit installation of a branch circuit overcurrent device. Electrical vehicle supply equipment shall be
installed in accordance with NFPA 70. 20
Exception: Additions and alterations to existing one- or two-family dwellings and townhomes
constructed per the IRC are exempt from this requirement.
03/25/2020
External Energy Use Approved
RREMP CREMP
PERMIT #:_______________DATE:________
SNOWMELT:_____________________________
POOL: _____________________________
SPA: _____________________________
OFFSET:________________________________
REMP SHEET: __________________________
REVIEWED BY: _________________________
SNOWMELT SYSTEM AND EQUIPMENT MANDATORY REQ’S.
All snowmelt systems shall meet the following:
-Any portions in the Right of Way must be on a separate zone. A ROW
permit and Permanent Encroachment License are required.
-R10 insulation shall be installed under the area to be snow melted or R5
insulation shall be installed under and at the slab edges. (Ordinance 11
Series 2011)
-Automatic controls installed for system shut off when pavement
temperature is above 50°F and no precipitation is falling. (2009 IECC
Sec. 403.8 & 503.2.4.5)
-Automatic or manual controls installed for system shut off when outdoor
temperature is above 40°F. (2009 IECC Sec. 403.8 & 503.2.4.5)
-Inspection by testing hydrostatically at 1½ times max system design
pressure, but not less than 100psi, for 15minutes. (2009 IMC Sec.
1208.1)
MINIMUM BOILER AFUE: _________________
X
0285.2018.ARBK 4/21/20
1052 SF
G011
95%
none
JH
0285.2018.ARBK
Duncan Skihaus LLC
533 W Hallam
273512432001
NFPA 13D
SNOWMELT SYSTEM AND EQUIPMENT MANDATORY REQ'S
All snowmelt systems shall meet the following:
- Any portions in the Right of Way must be on a separate zone. A ROW permit
and Permanent Encroachment License are required.
- R10 insulation shall be installed under the area to be snowmelted or R5 insulation
shall be installed under the slab edges. (Ordinance 11 Series 2011)
- Automatic controls installed for system shut off when pavement temperature is above
50°F and no precipitation is falling. (2015 IECC R403.9 and C403.2.4.5)
- Automatic or manual controls installed for system shut off when outdoor temperature
is above 40°F. (2015 IECC R403.9 and C403.2.3.5)
- Inspection by testing hydrostatically at 1.5 times max system design pressure, but not
less than 100psi, for 15 minutes. (2015 IMC 1208.1)
Recessed luminaires installed
in building thermal envelope
shall be sealed and IC-rated
– IECC sec R402.4.5
Any recessed light fixtures
in contact with insulation
must be IC rated.
Snow stops required where snow can
slide onto potentially occupied areas
such as walkways, parking areas, etc.
or do damage to property such as utility
meters - IBC 1513/COA 8.20.020(z).
GLASS IN GUARDS AND HANDRAILS
Glass in guards and handrails shall be two plies equal thickness
laminated glass. Tempered glass is only permitted where not
above a walking surface and when a top rail that is either
self-supported (glass infill panels) or is supported by a minimum of
three panes of glass. IRC 308.7/IBC 2407.
04/21/2020
justinh
SMOKE ALARMS AND
CARBON MONOXIDE
DETECTORS REQUIRED
THROUGHOUT DWELLING
UNIT PER CITY OF ASPEN
MUNICIPAL CODE 8.15
See change order
0031-2022-BCHO for
most up to date REMP
info
The City of Aspen
These plans must be kept at the
building site or inspection
delays may occur. Construction
shall conform to these plans. All
changes shall be approved by
the building official.
Field Plan Set Must Be Printed In Color
SEPARATE PERMITS ARE
REQUIRED FOR ELECTRICAL,
PLUMBING, MECHANICAL, OR
FIRE SPRINKLER WORK
SPECIAL INSPECTION AND TESTING AGREEMENT
To permit applicants of project requiring special inspection and\or testing per Section 1704 of the
International Building Code (IBC).
Project Address: __________________________________ Permit Number:______________________
BEFORE A PERMIT CAN BE ISSUED: The owner, or the engineer or architect of record, acting as the
owner’s agent, shall complete two copies of this agreement and the attached Special-inspection and Testing
Schedule, including the required acknowledgments. A pre-construction conference with the parties
involved may be required to review the special-inspection requirements and procedures.
APPROVAL OF SPECIAL INSPECTORS: Special inspectors may have no financial interest in the
projects for which they provide special inspections. Special inspectors shall be approved by the building
department prior to performing any duties. Special inspectors shall submit their qualifications and are
subject to personal interviews for pre-qualification. Special inspectors shall display approved
identification, as stipulated by the building official, when performing the function of special inspector.
Special inspection and testing shall meet the minimum requirements of the International Building Code
Section 1704. The following conditions are also applicable:
A. Duties and Responsibilities of the Special Inspector
1. Signify presence at job site. Special inspectors should notify contractor personnel of
their presence and responsibilities at the job site. If required by the building official, they
shall sign in on the appropriate form posted with the building permit.
2. Observe assigned work. The special inspector shall observe assigned work for
conformance with the building department approved (stamped) design drawings,
specifications, and applicable workmanship provisions of the International Building
Code. Architect\engineer-reviewed shop drawings may be used only as an aid to
inspection.
For continuous special-inspection, the special inspector shall be on site at all times
observing the work requiring special inspection. Periodic inspections, if any, must have
prior approval based on a separate written plan reviewed and approved by the building
department and the engineer or architect of record.
3. Report nonconforming items. The special inspector shall bring nonconforming items to
the immediate attention of the contractor and note all such items in the daily report. If
any item is not resolved in a timely manner or is about to be incorporated in the work, the
special inspector shall immediately notify the building department by telephone or in
person, notify the engineer or architect, and post a discrepancy notice.
4. Provide timely reports. The special inspector shall complete written inspection reports
for each inspection visit and provide the reports on a timely basis determined by the
building official. The special inspector or inspection agency shall furnish these reports
directly to the building official, engineer or architect of record, and others as designated.
[IBC Sec. 1704.1.2] These reports should be organized on a daily format and may be
submitted weekly at the option of the building official. These reports should include:
a. Description of daily inspections and tests made with applicable locations,
b. Listing of nonconforming items,
c. Report on how nonconforming items were resolved or unresolved as
applicable,
d. Itemized changes authorized by the architect, engineer, and building official if
not included in nonconforming items.
1
533 W. Hallam Street 0285.2018.ARBK
DocuSign Envelope ID: 125E4781-86E7-4AFE-95FD-9421A52ACC93
10/16/2019
5. Provide Final Inspection Report. The special inspector shall submit a written final
report documenting required special inspections and correction of any discrepancies
noted in the inspections prior to the final building inspection.
B. Owner Responsibilities. The project owner, the engineer or architect or record, or an agent of the
owner is responsible for employing special-inspection services. The special inspector\agency shall
not be in the employ of the contractor, subcontractor or material supplier. [IBC Sec 1704.1] In
case of an owner\contractor, the special inspector\agency shall be employed as specified by the
building official.
C. Engineer or Architect of Record Responsibilities
1. Prepare special inspection program. The engineer or architect of record shall list the
items for which special inspection is required; and shall indicate any items for which the
IBC or the building official approves periodic inspection and the frequency of such
inspections.
2. Respond to field discrepancies. The engineer or architect of record shall respond to
uncorrected field discrepancies in design, material, or workmanship observed by the
special inspector.
3. Review shop drawings and submit design changes. The engineer or architect of record
shall acknowledge and review for conformance with the construction drawings those
shop drawings that may detail structural information, shall submit to the building official
and to the special-inspection agency written documentation of any verbally authorized
deviations from the approved construction documents, and shall submit revised
documents for building official approval as required.
D. Contractor Responsibilities
1. Notify the special inspector. The contractor is responsible for notifying the special
inspector or agency regarding individual inspections for items listed on the attached
schedule and as noted on the building department approved plans. Adequate notice shall
be provided so the special inspector has time to become familiar with the project.
2. Provide access to approved plans. The contractor is responsible for providing the
special inspector access to approved plans.
3. Retain special inspection records. Upon request, the contractor is also responsible for
retaining, at the job site, all special inspection records completed by the special inspector.
E. Inspection of Fabricators
1. Fabrication of structural assemblies and members. Where fabrication of structural
load-bearing members and assemblies is being performed on the premises of a
fabricator’s shop, IBC Section 1704.2 shall require special inspection of the fabricated
items.
2. Fabrication and implementation procedures. The special inspector shall verify that
the fabricator maintains detailed fabrication and quality control procedures that provide a
basis for inspection control of the workmanship and the fabricator’s ability to conform to
approved construction documents and reference standards. The special inspector shall
review the procedures for completeness and adequacy relative to code requirements for
fabricator’s scope of work.
F. Approved Fabricator Responsibilities
1. Fabrication exempt inspections. Special inspections are not required where work is
done on the premise of a fabricator registered and approved to perform such work
without special inspection.
2
DocuSign Envelope ID: 125E4781-86E7-4AFE-95FD-9421A52ACC93
10/16/2019 3
2. Approval of fabricator. Approval shall be based upon review of the fabricator’s written
procedural and quality control manuals and periodic auditing of fabrication practices by
an approved special inspection agency.
3. Completion of fabrication. Upon completion of fabrication, the approved fabricator
shall submit certificate of compliance to the building official stating that the work was
performed in accordance with the approved construction documents.
G. Building Department Responsibilities
1. Approve special-inspection program. The building department shall approve all
special inspectors and special-inspection requirements.
2. Enforce special inspection. Work requiring special inspection and the building
inspector shall monitor the performance of special inspectors. His\Her approval, in
addition to that of the special inspector, must be obtained prior to placement of concrete,
covering of structural steel, or other similar materials.
3. Review inspection reports. The building official should review special-inspection
progress and final reports.
4. Perform final inspection. The building official should perform the final inspection and
approval for a project [IBC Sec. 109.3.1] after the final special-inspection report has been
reviewed and approved.
Project Address: __________________________________ Permit Number:______________________
ACKNOWLEDGMENTS
I have read and agree to comply with the conditions of this agreement.
Special Inspection Agency:
__________________________
Owner:
__________________________
Engineer/ Architect:
__________________________
Contractor:
__________________________
Approved Fabricator:
__________________________
Inspected Fabricator:
__________________________
(circle one)
CITY OF ASPEN
PITKIN COUNTY:
Signature:
__________________________
Signature:
__________________________
Signature:
__________________________
Signature:
__________________________
Signature:
__________________________
Signature:
__________________________
Signature:
__________________________
Printed Name:
__________________________
Printed Name
__________________________
Printed Name:
__________________________
Printed Name:
__________________________
Printed Name:
__________________________
Printed Name:
__________________________
Printed Name:
__________________________
Date:
__________________________
Date
__________________________
Date:
__________________________
Date:
__________________________
Date:
__________________________
Date:
__________________________
Date:
__________________________
533 W. Hallam Street 0285.2018.ARBK
DocuSign Envelope ID: 125E4781-86E7-4AFE-95FD-9421A52ACC93
9/25/2019Thunder Mtn. Testing Scott Maxwell
KL&A, Inc 9/25/2019Elizabeth Lozner
Joseph EdwardPoss Architecture 9/25/2019
Steve Hansen 9/25/2019Hansen Construction, Inc.
9/25/2019Jim SuehringCustom Structural Steel
Carlos Duncan 9/25/2019Duncan Skihaus
10/16/2019
JH Justin Hahn 11/18/19
aec
Architectural Engineering Consultants, Inc.
Mechanical, Electrical, & Lighting Design Services
An Office with LEEDTTMM Accredited Professionals
40801 US Hwy 6 & 24, Suite 214, Eagle-Vail, CO 81620 Post Office Box 8489, Avon, CO 81620
phone: 970-748-8520 email: stan@aec-vail.com web: www.aec-vail.com
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November 19, 2018
William Luis
Poss Architecture & Planning
605 East Main Street,
Aspen, CO 81611
Re: Duncan Ski Haus,
Dear William,
This document is intended to show compliance of the addition & remodel of the residence located at 533
West Hallam, Aspen in Pitkin County, Colorado with the 2015 International Energy Conservation Code
(2015 IECC). We propose to use a prescriptive approach per sections 402.1-402.3 and 403.2.1 of the
2015 IECC. I have also included the inspection checklist from the 2015 IECC Rescheck program for your
use.
Project
The project at 533 West Hallam is an addition & remodel of a residence with a floor area of
approximately 3,740 sf. The heat load calculations are performed using the Carrier Hourly Analysis
Program and provides a more detailed and accurate load than Manual J. A dewpoint calculation is not
included in these permit documents, as the roof assembly meets the requirements of section R806.5 of
the 2015 IRC.
Building Envelope
The following table lists the mandatory minimum insulation and fenestration requirements for the project
climate zone (7). All new assemblies will meet the following requirements.
Fenestration
U-factor
Skylight
U-factor
Ceiling
R-value
Wood frame
wall R-value
Floor
R-value
Basement
wall R-value
Slab
R-value
Crawl Wall
R-value
Code
Minimums
0.28 (1) 0.55(1) 49 20+5 (6) 38 (2) 15/19 (3) 10 (4) 15/19 (5)
Notes: 1) Fenestration SHGC requirements do not apply in climate zone (7)
2) Or insulation sufficient to fill the framing cavity, R-19 minimum
3) R-15 continuous insulation on the interior or exterior or R-19 cavity insulation on the interior of the
basement wall. Can be satisfied with R-13 cavity plus R-5 continuous.
4) 4 ft deep and R-15 edge insulation for heated slabs
5) R-15 continuous insulation or R-19 cavity insulation.
6) All alterations that expose a framing cavity will have the cavity filled with insulation per R503.1.1
Sincerely,
Bryan Urban, EIT
12/04/2018
OUTDOOR TEMPERATURE -15 °F OUTDOOR TEMPERATURE 88 °F
INDOOR TEMPERATURE 72 °F INDOOR TEMPERATURE 75 °F
TOTAL HEAT LOSS 89,782 BTU/HR SENSIBLE HEAT GAIN 85,380 BTU/HR
LATENT HEAT GAIN 4,938 BTU/HR
TOTAL HEAT GAIN 90,318 BTU/HR
MANUAL J DESIGN CONDITIONS
WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS
12/04/2018
APPENDIX F
818 2015 INTERNATIONAL RESIDENTIAL CODE®
FIGURE AF102
RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Angela Scorey on Aug 27, 2015 10:20:49 AM pursuant to License Agreement. No further reproductions
authorized.
Radon Mitigation System Required
12/04/2018
02/28/2020
04/21/2020
justinh
The City of Aspen
These plans must be kept at the
building site or inspection
delays may occur. Construction
shall conform to these plans. All
changes shall be approved by
the building official.
Field Plan Set Must Be Printed In Color
SEPARATE PERMITS ARE
REQUIRED FOR ELECTRICAL,
PLUMBING, MECHANICAL, OR
FIRE SPRINKLER WORK
10/16/2019
10/16/2019
Builder:Hansen Construction Inc
Architect:Poss Architecture & Planning
Project:533 W Hallam St
Date:12/6/2019
Type Manufacturer U-Value North South East West Total Area (SF)Total Area X U-value
Awning/Casement/Dynamic 0.3 0 28.75 51.35 12 92.1 27.63
Swing Doors Dynamic 0.27 27.22 0 96.28 159.91 283.41 76.52
Lift/Slide Dynamic 0.26 0 0 0 66.75 66.75 17.36
Direct Glazed Dynamic 0.25 0 6 132.39 41.75 180.14 45.04
Vertical Sliders Dynamic 0.31 24.58 71.47 25.67 53.17 174.89 54.22
Weighted U-value
797.29 221 0.28
Door dimensions based on plans dated 2019-05-28 Estimate
Window dimensions based on plans dated 2019-11-15
Dynamic Weighted Average
The above glass numbers reflect using Cardinal 272/i89 Dual Glazing with Cap Tubes.
Aluminum clad wood products.
02/28/2020
All fenestration to
be NFRC labeled
at inspection.
04/21/2020
justinh
12/04/2018 12/04/2018 12/04/2018 12/04/2018
12/04/2018 12/04/2018
04/21/2020
justinh