HomeMy WebLinkAboutFile Documents.1405 Red Butte Dr.0088-2022-BCHO (6)SMOKE ALARMS AND
CARBON MONOXIDE
DETECTORS REQUIRED
THROUGHOUT DWELLING
UNIT PER CITY OF ASPEN
MUNICIPAL CODE 8.15
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
SEE NOTES #1 PLANS
It should be known that this review shall
not relieve the applicant of their
responsibility to comply with the
requirements of the City of Aspen
Municipal Code. Pursuant to
Sec.26.104.050, any permit or approval
issued in error or otherwise not in
conformity with the requirements of this
Title, shall be void. Similarly, any permit
or approval issued in reliance upon or
as a result of, a materially false
statement or representation made in
the process of obtaining the permit or
development approval shall, likewise,
be void. Any person having received a
void or voidable permit or approval
shall not be relieved from having to
comply with all applicable terms and
conditions of this Title and the City shall
not be estopped from fully enforcing
same.
12/14/2022
kylas
May 16, 2022
Bryan May Architecture
501 Rio Grande Pl Suite 109
Aspen, CO 81611
Attn: Bryan May
RE:Structural Remodel
1405 Red Butte Dr, Aspen, CO, 81611
Bryan,
We have reviewed the Permit Drawings for the remodel at 1405 Red Butte Drive provided by your office,
dated December 17, 2021. The drawings show a single family residence, two stories tall, and
approximately 2,000 square feet in size. We understand that as a part of the remodel, the window
openings are being modified to accommodate the proposed layout.
Prior to removal or demolition of any framing members, wall and ceiling finishes shall be partially
removed to allow observation of the structural system. Once the structure is visible, we shall be
contacted to perform a structural observation of the exposed structure in order to determine the
structural implications of the proposed modifications. Demolition or removal of any framing members
shall not proceed until this visit is completed.
If structural reinforcement, strengthening, or modifications are necessary, we can provide sealed
structural plans and details as required.
We appreciate the opportunity to work with you and your team again. If you have further questions or
concerns, please feel free to reach out. We look forward to the project.
Sincerely,
Tim Strickland, P.E.
Principal
2225 E. MURRAY HOLLADAY RD., SUITE 110 ::SALT LAKE CITY, UTAH 84117 ::801.274.3950 ::structuralds.com
May 13, 2022
11/29/2022
OBSERVATION REPORT
Project Name:1405 Red Butte Drive Report #:01
Date:July 13, 2022 Site Time:10:30 AM
Weather:Sunny Temperature:45 F
Observed By:Tim Strickland, PE
Accompanied:Nikolai Valdmanis, Don Stuber, Tarryn Link
No items listed herein shall be interpreted as inspections or warranties of any kind. All items noted need to be verified, checked,
and addressed by the project superintendent or project manager.
1.We visited the site on the morning of July 13 to observe the existing framing in order to
understand the existing load path in order to design headers for the revised windows associated
with the remodel. Prior to our visit, the interior finishes had been removed up to the ceiling of the
second level. The state of the structure at the time of our visit is shown in Image 1 on the
following page.
2.The following items were observed during this site visit:
2.1.The floor joists below the original second floor restroom had been significantly
compromised. We noted one joist with no end support. Two remediation options are
available, depending on whether the existing floor penetration is required to remain:
●If the penetration is to remain, provide a full depth 2x header to support the unsupported
end of the existing joist shown in Image 2. The joist end and both ends of the header
shall be supported by Simpson LUS210 joist hangers. Sister one additional 2x10 to each
of the adjacent joists receiving the joist header.
●If the penetration is to be abandoned, sister a full length 2x10 to the existing joist,
ensuring that both ends of the new joist are fully supported by the 2x4 wall at each end.
See Image 2 - Action Required:YES
2.2.The floor joists below the original second floor restroom had been significantly
compromised. We noted one joist that appeared to have been spliced, but the splice is
inadequate for the loads imposed. Provide a new full length 2x10 joist to the existing joist,
ensuring that both ends of the new joist are fully supported by the 2x4 wall at each end.
See Image 3 - Action Required:YES
2.3.We observed the existing framing and have provided a header schedule for use by the
contractor when enlarging existing openings to match the dimensions provided in the
architectural drawings. Refer to attached schedule SDS-1
Action Required: NO
2225 E. MURRAY HOLLADAY RD., SUITE 110 ::SALT LAKE CITY, UTAH 84117 ::801.274.3950 ::structuralds.com
11/29/2022
OBSERVATION PHOTOGRAPHS
IMAGE 1 - State of the structure during our 7/13 visit. Interior finishes removed and structure exposed
IMAGE 2 - Unsupported floor joist. Refer to Item 2.1 for repair options
2225 E. MURRAY HOLLADAY RD., SUITE 110 ::SALT LAKE CITY, UTAH 84117 ::801.274.3950 ::structuralds.com
11/29/2022
IMAGE 3 - Insufficient joist splice. Sister new joist at this location per Item 2.2
IMAGE 4 - Overview of compromised floor framing below Level 2 bathroom. Items 2.1 and 2.2 are
visible.
2225 E. MURRAY HOLLADAY RD., SUITE 110 ::SALT LAKE CITY, UTAH 84117 ::801.274.3950 ::structuralds.com
11/29/2022
OPEN
OPEN
WOOD HEADER
CONC FND BELOW
WOOD WALL
GROUND LEVEL
FLOOR / ROOF LEVEL
WOOD HEADER
NOTES:
1. SEE WOOD HEADER SCHEDULE FOR HEADER SIZE, AND NUMBER OF KING + TRIM STUDS.
TYPICAL WOOD WALL ELEVATION
DOUBLE 2X STUD
AT END OF WALL
MIN, TYP UNO
STUD BLOCKING
SILL ANCHOR PER
SCHEDULE
TOP PLATE
KING STUDS
TRIMMERS
MAX SPAN MAX SPAN
WALL BLOCKING
THIRD-HT
WALL BLOCKING
MID-HT
STUD SPACING
SILL PLATE
WOOD HEADER SCHEDULE
MARK COMMENTSKING STUDSHEADERMAX SPAN
NOTES:
1. SEE GENERAL STRUCTURAL NOTES FOR ALL OTHER REQUIREMENTS.
2. HDR 3 IS ONLY TO BE USED AT FULL HEIGHT WINDOW AT MAIN ENTRY AT BASE OF STAIRS AND IS NOT TO BE USED FOR ANY
OTHER WINDOW OR DOOR OPENING.
TRIM STUDS
HDR-1 (2) 2x8 No. 1 3'-0" (2) 2x4 No. 1 (1) 2x4
HDR-2 (2) 11.7/8" LVL 6'-0" (4) 2x4 No. 1 (1) 2x4
HDR-3 (4) 2x8 No. 1 6'-6" (3) 2x8 No. 1 (1) 2x8 WALL STUDS TO BE 2x8. PROVIDE 5/8" DIA. X 6"
TITEN HD ANCHORS AT 24" O.C.
Scale: AS INDICATED
Project No.:
Date Status
2225 E. MURRAY HOLLADAY RD., SUITE 110 SALT LAKE CITY, UTAH 84117 801.274.3950 structuralds.com
Supplemental Structural
Sketch
SHEET:
SDS-1
1405 Red Butte
HEADER SCHEDULE
22034
07/20/2022 CD
July 20, 2022
11/29/2022
0088-2022-BCHO
BORTZ NEIL K GRANTOR TRUST #2
1405 RED BUTTE DR
273501302010
1 MASTER PERMIT 0019-2022-BRES
APPLICATION ACCEPTED DATE: 2022-11-29 PERMIT NUMBER: 0088-2022-BCHO
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING PERMIT COVERSHEET
PROPERTY INFORMATION
ADDRESS: 1405 RED BUTTE DR UNIT:
PARCEL ID: 273501302010 LEGAL DESCRIPTION: RED BUTTE
OWNER: BORTZ NEIL K GRANTOR TRUST #2
PERMIT CONTRACTOR: RUTGERS CONSTRUCTION INC
DESCRIPTION OF WORK Structural repair of existing deck to replace rotted joists. Includes an expansion of the deck. Revise two
windows.
USE OF BUILDING Single Family FIRE SPRINKLER REQUIRED? No
CLASS OF WORK Residential FIRE SPRINKLER TYPE
BUILDING TYPE (IRC) One family REQUIRED SPECIAL
INSPECTIONS
CONSTRUCTION TYPE VB ENERGY CODE COMPLIANCE
OCCUPANCY GROUP (IBC) R-3 WORK CHANGES BUILDING
FOOTPRINT? Yes
CODE EDITIONS 2015 IRC TOTAL SPA SQ.FT.
OTHER CODE EDITIONS TOTAL SNOWMELT SQ.FT.
HISTORIC PROPERTY? No TOTAL POOL SQ.FT.
FIRE SPRINKLER EXISTING? No
02/13/2023
justinh