HomeMy WebLinkAboutFile Documents.546 McSkimming Rd.0142.2018 (23).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
05/17/2018
0142.2018.ARBK
KARING LLC
546 MCSKIMMING
273718102002
REFERENCES FROM 2015 IRC
CV/A = crawl space ventilation required, sec. R408.1 Access required, R408.4
EE = emergency escape required sec R310.1
EU = enclosed usable space under stairs shall be ½” Gyp, sec R302.7
G/D = garage/dwelling separation, sec R302.5 and R302.6
STC = Sound transmission class not less than 45 at dwelling separations, app
K
RV = roof and rafter ventilation required, R806.1
A = attic access 22” x 30”, 30” headroom above, R807.1
SA = smoke alarms installed to NFPA 72 requirements, sec R314
CO = carbon monoxide detector per City Ordinance 41 series 2008
SG = safety glazing required, sec R308.4
GR = guardrails, 36” min ht, 4” max opening; req at 30” drop any point w/in 36”
horizontally, sec R312
WFP = window fall protection- operable window <24” AFF & >72” above
grade: use opening control device listed to ASTM F2090, sec R312.2
HR = handrails 34”-38” ht, sec R311.7.8
SI = stairway illumination, sec R303.7
PD = protect against decay, sec R317
REFERENCES FROM 2015 IMC
V = bathroom and balanced whole house mechanical ventilation req.
Ordinance 40, 2016
DE = clothes dryer exhaust, sec 504. Makeup air req’d if over 200 CFM
AS = access and service space for maintenance req’d, sec 306
MA = make up air required if hood exhausts greater than 400 CFM, sec 505.2
ET = exhausts terminate 3’ from prop line and openings, 10’ from intakes,
501.3.1
IT= intake openings 10’ from lot line & contaminant sources (vents, streets),
401.4
D = fasten and seal all ductwork per 603.9
REFERENCES FROM 2015 IFGC
DV = direct vent req’d, sec 303.3
CA = combustion air not taken from bedrooms, bathrooms or
storage sec 303.3
OD = outdoor appliances must be listed for outdoor use, sec 303.6
REFERENCES FROM 2015 IECC
F = new or replacement glazing shall not exceed 0.28 U-Value, NFRC label
required, Ordinance 40, 2016
L = 75% of lamps in permanently installed lights must be high efficacy, sec
R404.1
SE = Continuous air barrier required; all exterior joints, cracks, and holes to be
caulked, gasketed, sealed, table R402.4.1.1
REFERENCES FROM 2014 NEC
EP = electric panel 'happy space' 30"x36"x78", not in storage, sec 110.26
SMOKE ALARMS AND
CARBON MONOXIDE
DETECTORS REQUIRED
THROUGHOUT DWELLING
UNIT PER CITY OF ASPEN
MUNICIPAL CODE 8.15
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.
Refer dheet S0.001
structural steel
09/28/2018
ALL OUTDOOR LIGHTING
MUST COMPLY WITH
THE CITY OF ASPEN LIGHTING CODE
SECTION 26.575.150
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 preparation
plan).
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 around
the 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. (See
specifications for mulch).
Notes:
1- Trees shall be of quality
prescribed in crown
observations and root
observations details and
specifications.
2- See specifications for
further requirements related to
this detail.
Existing soil.
TP-1
s >5
1/ iT\ 1//0/1>/1'/1';;; /1'/1
\ */ ’ \ */ \ */ \ */ \ */ \
"-'i .-..t ■ 1 'i.i-i 1 i- -i-- V »
I.v '/ O'/' \ '/ ' '/ O'/' O/
^ i'l —I r i'l [v-
I yqTTE3TTr=rrfSSvSOI ItFFt
Tr TT
A
LJ
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 fence
installation and removal.
5- See site preparation plan for any
modifications with the Tree Protection
area.
SECTION VIEW
KEEP OUT
TREE
PROTECTION
AREA
8.5" x 11"
sign
laminated in
plastic spaced
every 50'
along the
fence.
URBAN TREE FOUNDATION
OPEN SOURCE FREE TO USETPZ-1 Tree protection fencing is
required at the driplines of
all trees shown.
There is NO activity allowed
within this fenced area, including,
but not limited to: digging, storage
of material, equipment,
machinery, foot or vehicle traffic.
Please contact the City Forester or
his designee at 920-5120 for an
inspection of this fencing Prior to
any activity.
If the need arises to perform any
activity in the tree protection
area, please contact the City
Forester and you will be given
specific instructions as to how to
proceed to minimize impacts to
the tree root zone.
05/17/2018
4,851.95 sq.ft
05/17/2018
0142.2018.ARBK 5/31/2018
573.00
3760.30
2595.82
4353.75
15,963.75
2595.82
3760.30
14700.00
29,025.00
3750.00
X
X
X
X
X
X
X
X
PM 6/07/18
PC SV 05/31/18
BB 434
TF
TF
7/18/18
7/18/18
BN 9/28/18
R-15B
16727.04
No
1,499.51
376.93
167.84
0
13,703.96
DR 10/01/18
PJM 09/13
PH 7/11
SW 10/12
DAM 10/12/18
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
05/17/2018
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.
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.
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.
2.
4.
1
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.
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.
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.
2.
3.
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.
Provide access to approved plans. The contractor is responsible for providing the
special inspector access to approved plans.
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.
2.
3.
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.
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.
2.
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