HomeMy WebLinkAboutFile Documents.232 E Main St.0005-2021-BCOM (12) The Mozingo Code Group, LLC
261 W 79th Ct
Denver, CO 80221
sdmozingo@mozingocodegroup.com
PLAN REVIEW REPORT
PROJECT
Chase Bank Tenant Finish
PROJECT LOCATION
232 E Main St, Aspen, CO
DATE OF REVIEW
6/28/2021
DATE OF REVIEW RESPONSE
7/12/2021
REVIEW BASED ON PLANS DATED
01/20/21
REVIEW CONTACT
Shaunna Mozingo
sdmozingo@shaunnamozingo.com
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PROJECT INFORMATION
ARCHITECT: Stantec Architecture
STRUCTURAL ENGINEER: Brad Young
MECHANICAL ENGINEER: Earl G Wong Jr
ELECTRICAL ENGINEER: Michael T Fitzpatrick
CODES USED FOR REVIEW
2015 International Building Code
2015 International Mechanical Code
2015 International Plumbing Code
2015 International Energy Conservation Code
2020 National Electrical Code
BUILDING INFORMATION
Occupancy Classification: B
Type of Construction: VB
Total Floor Area: 2600
Height (Stories/Feet): 22’8”
Notice
This cursory plan review is based on the codes noted herein and represents a list of corrections
necessary to comply with the requirements contained within them. This review is not a building
permit. The local jurisdiction is responsible for issuing the appropriate permits based on this
review. The approval of plans and specifications does not permit the violation of any section of
any federal, state or local regulations. All comments in this report are based on the information
provided on the drawings and supporting documentation provided for review. The Mozingo
Code Group, LLC does not accept any responsibility for any condition that was not known at the
time of this report. We reserve the right to amend this report if additional information is received.
This report does not purport to review, interpret, apply, or certify compliance with the
accessibility requirements set forth within the Americans with Disabilities Act (ADA). The
application, interpretation and enforcement of the ADA are vested with the Federal Department
of Justice. Applicants are encouraged to seek professional review to ensure compliance with
the ADA.
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REVIEW COMMENTS
The items noted below with a comment number (B-1, B-2 etc.) are items that need to be
corrected to show compliance with the applicable codes. Please provide a written response
indicating where the corrections are made on the plans. This will speed up the review process.
Additional comments may be forth coming once revised drawings are received for review.
BUILDING CODE COMMENTS
B-1 Refer to Sheet A1.1 and Sheet A2.1: Sheet A1.1 references new storefront glazing
panels (P17), and a comment at grid D1 that states that a paired door is removed and
replaced with fixed glass window. Sheet A2.1 does not reflect these new windows nor
their U-factor or SHGC. At the bottom of Sheet A2.1 there is a U-Factor and SHGC but
it is under the Door Schedule Notes so must apply to the doors. Please specify where
the types and performance of the new windows on Sheet A2.1.
Response: This was renegotiated with the Landlord Core and Shell team after
initial submittal in January. These has been installed as part of the Core and Shell
scope and Chase TI scope will not have any modification of exterior storefront.
See updated architectural set with referenced notes removed. A1.1, A2.1 and A3.1
have been updated to reflect the current approved and installed storefront by
Landlord core and shell building.
Structural Review Comments:
The scope of this review is limited to the structural plans and structural calculation
package provided.
Structural Plan Comments:
S-1 Sheet S1.2, Section 6a: Please verify it is the design intent to only provide a ½” gap at
the top of full height partition walls to account for both live load deflection as well as
differential vertical movement of the supporting slab-on-grade.
Response: No response needed per Bonnie Muhigirwa’s response on 7/8/21.
S-2 Sheet S2.2: Please provide documentation verifying the existing CLT panels are
adequate to support the new 15 psf soffit dead load indicated on plan.
Response: No response needed per Bonnie Muhigirwa’s response on 7/8/21.
S-3 Sheet S3.1, Section 1: Please revise this detailing to allow for differential vertical
movement of the existing slab-on-grade without adversely impacting the infill wall or
existing structural framing.
Response: See the “30.Structural Engineering Letter CLT 07082021” submitted for
Review from CLT engineer/manufacturer.
S-4 Sheet S3.3, Sections 3, and 6: Sections 2 and 4 on this sheet allow for vertical
differential movement of the supporting slab-on-grade but Sections 3 and 6 will not
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permit this movement at the HSS connection points. Please revise these sections to
allow this movement without adversely impacting the infill wall, glazing, or existing
structural framing.
Response: No response needed per Bonnie Muhigirwa’s response on 7/8/21.
Structural Calculations:
No Comments
MECHANICAL CODE COMMENTS
M-1 N/A
PLUMBING CODE COMMENTS
P-1 Please specify how the Venting through the roof for the new restrooms will meet the
requirements of IPC Section 903.1, as amended by the City of Aspen.
Response: The Chase plumbing vent ties into the core and shell vent that is
currently installed and approved. The core and shell vent exits 7 ft above the patio
level in the roof. See picture below for confirmation. Refer to note R-15 on A1.5
Roof Plan for location of vent.
ENERGY CODE COMMENTS
EN-1 Refer to Comment B-1
Response: Refer to response to comment B-1.
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EN-2 Refer to Sheet E1.2: Please specify how the Daylight Responsive Controls of IECC
Section C402.4.1.1, as amended by the City of Aspen, shall be met or how the window-
to-wall ratios are less than 40%.
Response: It is verified, not more than 40% of the gross above-grade wall area
includes vertical Fenestration. Refer to sheet E1.2
EN-3 Refer to Sheet E1.2: Please specify how the occupancy sensors will meet the
requirements of IECC Section C405.2.1.1, as amended by the City of Aspen.
Specifically for timing off after 20 minutes.
Response: Occupancy sensor Time-off value shall not be greater than 20minutes.
Refer to sheet E1.2
ELECTRICAL CODE COMMENTS
E-1 See Energy Code Comments
Response: Refer to response to comment B-1
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