HomeMy WebLinkAboutFile Documents.802 E Cooper Ave.0203.2019 (14).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
11/12/2019
SEE NOTES #1 PLANS
SMOKE ALARMS AND
CARBON MONOXIDE
DETECTORS REQUIRED
THROUGHOUT DWELLING
UNIT PER CITY OF ASPEN
MUNICIPAL CODE 8.15
FIRE
SPRINKLERS
REQUIRED
SPECIAL INSPECTION REQUIRED:
-Structural steel welding: Shop
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.
READ THIS OR FAIL YOUR INSPECTION!
Furred & Dropped Ceilings, Soffits, and Walls
20015 IBC 803.13
This applies to the attachment of finishes or furring to any
assemblies that are required to be either fire-rated or
non-combustible and is separate from the fire-rated
assembly requirement.
Walls, Ceilings & Soffits: If furred 1 ¾ inches or
less, do one of the following:
4.Fill spaces with Class A material.
5.Fill spaces with inorganic or non-combustible material.
6.Fire block 8 feet in all directions.
Walls: If set out (furred) greater than 1 ¾ inches,
do one of the following:
4.Use a Class A finish material (such as drywall).
5.Use non-combustible framing.
6.Protect both sides with fire sprinklers.
Ceilings & Soffits: If dropped (furred) greater
than 1 ¾ inches:
Framing members, hangers, and other assembly
members must be non-combustible. You may not
use wood.
In Type III and V construction only, you may use fire
retardant treated wood or non-combustible framing.
Dwelling Separation Required - 2015 IBC
-708 Fire Partitions, 711 Horizontal Assemblies:
Walls and floor/ceilings separating dwelling units shall have a fire-resistance
rating of at least 1 hour. Walls shall extend from the top of the floor assembly
below to the underside of the floor or roof slab or deck above or to the
fire-resistance-rated floor/ceiling assembly above.
-714: Penetrations must be protected by a through-penetration firestop
system. Recessed fixtures shall not reduce the required fire resistance by use
of a listed fixture, a listed firehood, or a drywall assembly meeting the required
fire resistance. Exhaust fans require ceiling radiation damper.
-1207 Sound Transmission: Separating walls and floor/ceilings shall have an
STC rating of at least 50. Floor/ceilings shall have an IIC rating of at least 50.
FIRE RATED HATS REQUIRED
Where floor/ceiling or roof/ceiling
assemblies are required to have a
fire-resistive rating, recessed fixtures shall
be installed such that the required fire
resistance will not be reduced (IBC 714.4.2)
FIRE DAMPERS REQUIRED
Ducts and air transfer openings in fire
resistive floor/ceiling or roof/ceiling
assemblies shall be protected with approved
fire dampers installed in accordance with
their listing (IBC 717.5.2 & 717.5.4)
Code Editions
Fire Sprinkler System
Type Of Construction Fire Alarms Installed
Required Special Inspections
Energy Code Compliance
Exterior Energy Use Total Approved On-Site Snowmelt________ Spa_______ Pool _________
Building Type/Occupancy Group
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DESCRIPTION FORM - IRC & IBC
CITY OF ASPEN 130 S. GALENA ST | ASPEN, CO 81611
BUILDING CODE INFORMATION
2015 IRC
Existing?NFPA 13 NFPA 13 R
High-Strength Bolting Epoxy Anchors Structual Steel Welding
Permanent Micropiles Other _____________
Prescriptive Table
UNIT DESCRIPTION AS PROPOSED
# Stories Above Grade ______ # Stories Below Grade _______
Parking Spaces ______ Parking Spaces ______ Parking Spaces ______
# Bedrooms ______ # Full Baths ______ Deck Area ______
# 3/4 Baths ______ # 1/2 Baths ______
# Kitchens ______ # Wood Fireplaces ______
# Gas Appliances ______ # Gas Logs______
NFPA 13 D
RESCheck UA Alternative
Yes No
One Family Two Family
Townhouse
Reviewed By: _____________________Date:__________
BUILDING ROOMS AND USES BY LEVEL AS PROPOSED (Include Mechanical & Storage)
Basement ___________________________________________________________________________________
___________________________________________________________________________________________
Main Level __________________________________________________________________________________
____________________________________________________________________________________________
2nd Floor ___________________________________________________________________________________
__________________________________________________________________________________________
3rd Floor ___________________________________________________________________________________
___________________________________________________________________________________________
Additional ___________________________________________________________________________________
___________________________________________________________________________________________
Attached Garage Detached Garage Carport
Is there an ADU? # Living Rooms_____# Kitchens _____# Full Baths _____# 3/4 Baths _____# 1/2 Baths _____# Bedrooms _____
# Other Rooms (List)____________
ADU BUILDING DESCRIPTION
YesNo
PERMIT NUMBER: _______________________________
(As Adopted and Amended)
Other (Please Explain)
_________________
_________________
VA VB IV IIIA IIIB IIA IIB IA IB
Sprayed Fire-Resistants
COMCheck UA Alternative
(Existing + New)
A__BB (A <50)F__H__I __
E R__S__
U
M IRC
IBC
2015 IBC
(As Adopted and Amended)
YesNo Required?YesNo Type
January 2018
2015 IEBC
(As Adopted and Amended)
Other _____________
Gross Area of Building: __________ Gross Area of Unit: __________
Occupant Load: ___________
n
n
n
n
n
4,104 sq ftN/A
2
n
1 1
1 1
3 3 0
1
1
4
Bedroom + Bath w/ closet
Garage, guest bedroom w/ guest bathroom, master bedroom w/ master bath, living room, dining room, kitchen
power room & entry/foyer
NT 6/18/19
04/24/2019
2
2480 sqft
x
powder
12/17/19
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RESIDENTIAL REFERENCES FROM 2015 IBC
CV/CS = crawl space ventilation sec. 1203.4. 18” x 24” access required
1209.1
EE = emergency escape required sec 1030
EU = enclosed usable space under stairs shall be 1-hr construction or stair
enclosure rating. No access from stair enclosure. ½” gypsum permitted for
stairs inside a single dwelling unit. 1011.7.3.
RV = roof and rafter ventilation required 1203.2
A = Attic Access 20” x 30” 1209.2
SA = smoke alarm (NFPA 72) required sec 907.2.11
CO = carbon monoxide detector req. per Aspen Municipal Code 8.15
SG = safety glazing required sec 2406
V = mechanical ventilation required sec 1203.1 & IMC 403 (bath fans and
whole house ventilation)
GR = guards, 42” min ht, 4” max opening. Guards within dwelling unit 36” min
ht sec 1015
HR = handrails 34”-38” ht sec 1014
DS = Draft stopping / fire blocking 718
RD = Roof drainage 1503.4
STC = Sound transmission class not less than 50 at dwelling separations, sec
1207
SI = Stairway Illumination 1205.4
PD = protect against decay, sec 2304.12
REFERENCES FROM 2015 IMC
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 fenestration shall not exceed 0.28 U-factor, 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
0203.2019.ARBK
WARK
802 EAST COOPER# 1
273718228030
1
FIRE
SPRINKLERS
REQUIRED
NFPA 13 FIRE
SPRINKLER
SYSTEM
REQUIRED
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
830 E Cooper #1 0088.2019.ARBK
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
G.
Project Address:
Special Inspection Agency:
Owner:
Rick Wark
Engineer/ Architect:
Kim Raymond Architects
Contractor:
Adam Rothberg
Approved Fabricator:
Inspected Fabricator:
(circle one)
CITY OF ASPEN
PITKIN COUNTY:
Printed Name:
al offabricator. Approval shall be based upon review ofthe fabricator's written
and quality control manuals and periodic auditing of fabrication practices by
ana ed special inspection agency,
3. Com
shal1
of fabrication. Upon completion of fabrication, the approved fabricator
it certificate of compliance to the building official stating that the work was
in accordance with the approved construction documents.
Building rtment Responsibilities
l. Ap,p special-inspection prrogram. The building department shall approve all
inspectors and special- inspection requirements.
En
ins
special inspection. Work requiring special inspection and the building
shall monitor the performance of special inspectors, His\ller approval, in
to that of the special inspector, must be obtained prior to placement of concl'ete,
of structural steel. or other similar materials.
inspection reports. The building official should review special-inspection
ss and final reports.
final inspection. The building official should perform the final inspection and
for a project [IBC Sec, 109.3.1] after the final special-inspection report has been
and approved.
East Cooper Avenue, Unit 1 Permit Number: oo88'2019'ARBK
ACKNOWLEDGMENTS
read and agree to comply with the conditions of this agreement.
Printed Name:Date:
Printed Name Date
Printed Name:
Kim Raymond
Date:
1214119
Printed Name:
Printed Name:Date:
Printed Name:Date:
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. HisVHer 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: 802 East Cooper Avenue. Unit 1 Perinit Number: 0088.2019.ARBK
ACKNOWLEDGMENTS
1 have read and agree to comply with the conditions of this agreement.
Special Inspection Agency: Signature/y^^/^/?^--- ^yPrinted Name: Date:
^ffffr^f^^A^f-—*}.Owner:
Rick Wark
Signature:
Engineer/ Architect: Signature:
Kim Raymond Architects ^
Contractor:
Adam Rothberg
Approved Fabricator:
Signature:
Signature:
Printed Name
Printed Name:
Kim Raymond
Printed Name:
Printed Name:
Date
Date:
12/4/19
Date:
Date:
Inspected Fabricator:Signature:Printed Name:Date:
(circle one)
CITY OF ASPEN
PITKIN COUNTY:
Signature:Printed Name:Date:
Nick Thompson 1/6/20
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The City of Aspen
Behind tub at exterior wall
Behind fireplace at exterior wall
Seal all penetrations of air barrier including:
Recessed cans
Receptacles
Outlets
Vents
Wiring
Pipes
Intersection of Interior Partition Wall and Ceiling
Window Jamb with Trim
Window Jamb with Drywall Returns
Cantilevered Floor using Spray FoamCantilevered Floor using Floor Sheathing
Soffit Intersection
Dwelling Separation Wall Intersection with Exterior Wall
Chase Intersection with Exterior Wall
Rim Joist using Spray Foam
Wall Section using Drywall and Framing
Rim Joist with Double Plate
Important areas to seal:
Between double sill plates
Between sill plate and floor sheathing
Rim joist areas
Seal gyp to window and door openings
Kitchen soffits above wall cabinets
Sheath and seal behind bathtubs, fireplaces, and chases along
the exterior wall.
Gaps between HVAC registers and drywall
Weatherstrip attic access hatches
Spray Foam in Un-vented Roof
Double plate sealed
together and to subfloor
Drywall sealed to top plate
Drywall sealed to bottom plate
Bottom plate sealed to subfloor
Subfloor sealed to rim joist/rim
closure
Rim joist/rim closure sealed
to top plate
Drywall sealed to top plate
Drywall sealed to bottom plate
Bottom plate sealed to subfloor
Subfloor sealed to rim joist/rim
closure
Rim joist/rim closure sealed
to top plate
Wall and ceiling drywall sealed
Double plate sealed
together and to subfloor
Spray extends over gyp joint
Drywall sealed to top plate
Drywall sealed to bottom plate
Bottom plate sealed to subfloor
Subfloor sealed to rim joist/rim
closure
Rim joist/rim closure sealed
to top plate
Drywall sealed to top plate
Drywall sealed to second plate
Drywall sealed to bottom plate
Bottom plate sealed to subfloor
Plates sealed toward each
other and sheathing
Plates sealed to subfloor
Top plate sealed to sheathing
Drywall sealed to top plate
Drywall sealed to framing
Framing sealed to thin profile sheathing
Drywall sealed to framing
Framing sealed to exterior
drywall
Fireplace Unit
Exterior Wall
Seal around air
intake penetrations
Gyp spanning behind
the fireplace
Plates sealed together
Seal bottom plate to foundation
Drywall sealed to bottom plate
Bottom plate sealed to subfloor
Subfloor sealed to rim joist/rim
closure
Rim joist/rim closure sealed
to top plate
Plates sealed together
Seal bottom plate to foundation
Gasket for capillary
break is NOT an
adequate seal
Drywall sealed to bottom plate
Bottom plate sealed to subfloor
Plates sealed to subfloor
Top plate sealed to sheathing
Drywall sealed to top plate
Joist sealed to subfloor
Top plate sealed to joist
Sheathing sealed to bottom plate
Bottom plate sealed to subfloor
Subfloor sealed to rim joist/rim closure
Rim joist/rim closure sealed to top plate
Plates sealed together
Seal bottom plate to foundation
Seal gyp and sheathing to blocking
Bath Unit
Seal window frame
to wall frame
Seal wall frame to gyp
Seal wall frame to gyp
Seal wall frame to gyp
Seal soffit blocking penetrations of gyp
Seal soffit blocking to gyp
Seal wall gyp to soffit gyp
Sheathing as draft stop
Sheathing as draft stop
Thin profile sheathing behind tub
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The City of Aspen
Sheathing/rigid insulation to spray foam roof
Alternate: Sheathing to foundation
Window Jamb with J-trim Window Jamb with Wood Trim
Wall Section using Exterior Sheathing and Ceiling Drywall
Extend sheathing past sheathing
and seal to foundation
Detail: Sheathing to Sill Plate
Seal all penetrations of air barrier including:
Structural projections
Exterior Receptacles
Exterior Outlets
Vents
Wiring
Pipes
Important areas to seal:
Install per manufacturer's instructions
Tape/seal all sheathing joints
Use appropriate fasteners
Seal sheathing to top plates and bottom plates (or foundation)
Seal sheathing to window and door openings
Sealed joints in exterior sheathing
Exterior sheathing sealed
to sill plate
Sill plate sealed to foundation
Ice+watershield sealed to roof framing
Exterior sheathing sealed
to sill plate
Sill gasket is NOT
adequate air sealing
Sill Plate sealed to foundation
Spray extends over sheathing
Tape over window flange
Window flange
Seal sheathing to framing
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Important areas to seal:
-Install per manufacturer's instructions
-Lap and tape all housewrap joints
-Tape all tears and holes in housewrap. Large holes may
require shingling in patched pieces of housewrap.
-Use appropriate fasteners per manufacturer's instructions;
typically this requires cap fasteners or taped staples
-All joints, openings, and penetrations must be taped and
sealed.
-The bottom course of housewrap must be sealed to the
foundation or sill plate (and then the sill plate sealed to the
foundation).
-The top course of housewrap must be sealed to the
sheathing or top plate.
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Housewrap to spray foam roof
Wall Section using Housewrap and Ceiling Drywall
Alternate: Housewrap to foundation Detail: Housewrap under Sill Plate
Bottom course of housewrap
sealed to the foundation
Lap and tape house wrap over
pre-wrapped house wrap
Pre-wrap a course of housewrap under
the sill plate with sill sealer
Spray foam against top plate
Spray foam hard to reach cavities
before they are closed up
Seal housewrap to
sheathing
Spray foam against
sheathing
Housewrap to spray foam to housewrap
Housewrap to drywall ceiling to housewrap
Seal recessed cans
Housewrap
Pre-install housewrap
Lap and seal upper housewrap to
pre-installed housewrap
Seal housewrap to plates
Seal plates to
continuous blocking
Continuous blocking sealed on
all sides
Seal drywall to
blockingSeal drywall to top
plate
Seal housewrap
to top plate
Seal all penetrations of air barrier including:
Structural projections
Exterior Receptacles
Exterior Outlets
Vents
Wiring
Pipes
Housewrap with taped
joints
Vented Attic
Spray over ceiling drywall
Seal housewrap
to top plate
Housewrap sealed to sheathing
Housewrap wrapped
around and sealed to
ice+watershield
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Sealant to be applied along the full
length of double plates and stud
packs.
Foundation gasket
Spray foam hard to reach
cavities before they are
closed up
Seal between double
plates
Seal between double
plates
Seal between double
plates
Spray foam all
cavities
Spray foam rim
joist
Spray foam all
cavities
Seal between double plates
Seal between plate and floor
sheathing
Spray foam rim
joist
Gasket sill plate to
foundation
Important areas to seal:
-Caulk/glue/seal along the full length of double plates and
stud packs.
-Seal between all framing members not encapsulated with
spray foam
-Apply spray foam in hard to reach areas before they are
covered up or provide access holes to allow spraying
Seal all penetrations of air barrier including:
Structural projections
Exterior Receptacles
Exterior Outlets
Vents
Wiring
Pipes
Wall Section using Spray Foam
Seal studs to plates where notcovered with spray foam
Detail of Foundation Connection
Isometric showing areas to add sealant in addition to spray foam
Seal between plate and floor sheathing
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