| Review Type |
Outcome |
Est. Completion Date |
Completed |
|
COO Review - Planning
|
Approved
|
12/05/2024
|
11/26/2024
|
|
|
Toby Stauffer, AICP
|
|
|
|
|
COO Review - Engineering
|
Approved
|
12/05/2024
|
11/26/2024
|
|
|
Emrick Soltis, P.E., CFM
|
|
|
|
|
COO Review - Finance Department
|
Approved
|
10/28/2024
|
10/21/2024
|
|
|
Sondra Spratta
|
|
|
|
|
COO Review - Building Code
|
Approved
|
08/22/2024
|
08/22/2024
|
|
|
Todd Carr
|
|
|
Full CO approved all final inspections have been approved for Building Dept
|
|
COO Review - Fire Code
|
Approved
|
08/28/2024
|
08/21/2024
|
|
|
Shannon Yaconiello
|
|
|
Final alarm inspection passed 8/20/24. CO Approved. [Shannon Yaconiello @ 08/21/2024 3:53 PM]
|
|
COO Review - Building Code
|
TCO Approved
|
08/16/2024
|
08/16/2024
|
|
|
Heidi Spengler
|
|
|
Please submit blower door test for full CO. TCO approved but must have approval for TCO by all departments.
|
|
COO Review - Building Code
|
Failed
|
08/15/2024
|
08/15/2024
|
|
|
Heidi Spengler
|
|
|
Must pass building final and MEP finals. TCO/CO not approved
|
|
COO Review - Engineering
|
Failed
|
07/23/2024
|
07/29/2024
|
|
|
Emrick Soltis, P.E., CFM
|
|
|
Review for TCO/CO
|
|
COO Review - Planning
|
TCO Approved
|
07/23/2024
|
07/23/2024
|
|
|
Toby Stauffer, AICP
|
|
|
Review for TCO/CO
site visit on 7/24, parking lot striping for 8 spaces completed.
|
|
COO Review - Utilities - City
|
Approved
|
07/23/2024
|
07/19/2024
|
|
|
Amber Gregory
|
|
|
Review for TCO/CO
|
|
COO Review - Fire Code
|
Failed
|
07/23/2024
|
07/18/2024
|
|
|
Shannon Yaconiello
|
|
|
Final alarm inspection must pass before TCO/CO sign-off. [Shannon Yaconiello @ 07/18/2024 2:19 PM]
Review for TCO/CO
|
|
COO Review - Finance Department
|
TCO Approved
|
07/23/2024
|
07/17/2024
|
|
|
Denitsa Yaneva
|
|
|
Review for TCO/CO
|
|
COO Review - Building Code
|
Failed
|
07/17/2024
|
07/17/2024
|
|
|
Heidi Spengler
|
|
|
Must pass building final and MEP finals. TCO/CO not approved
|
|
Building Code Review
|
Approved
|
01/11/2024
|
03/07/2024
|
|
|
Ted Allen
|
|
|
Miscellaneous
The above referenced application appears satisfactory with the following exceptions:
The helical pier specifications were to be submitted to The Engineering Loft by the foundation sub-contractor and a compliance letter was to be provided to Routt County Regional Building Department (RCRBD) in a deferred submittal (Note 7 from Comments Response Letter dated June 13, 2023). Submittals not checked by the structural engineer will be returned without review.
Please have the design team check these and stamp prior to submittal to RCRBD.
On a separate item, upon review of the separation of the uses within mixed use building it was noted separated uses was not used.
Instead the units were to be sprinklered in accordance with IBC Section 419 (Note 1 from Comments Response Letter dated June 13, 2023).
Please make arrangements with Fire Prevention prior to scheduling rough building inspections.
|
|
|
Helical pier/ screw documents uploaded 01/03/2024 Approved [Ted Allen @ 03/07/2024 11:03 AM]
|
|
GIS Land Development Review
|
Approved
|
06/22/2023
|
06/22/2023
|
|
|
Colten Yoast
|
|
|
Miscellaneous
Addresses for all units need to be discussed with GIS department.
|
|
|
|
|
Construction Site Management Review
|
Approved
|
06/22/2023
|
06/20/2023
|
|
|
Scott Slamal
|
|
|
Miscellaneous
Show erosion and sediment controls on CSMP.
|
|
|
Miscellaneous
Show concrete washout on CSMP.
|
|
|
Miscellaneous
Provide detail of tracking control pad.
|
|
|
|
|
Building Code Review
|
Approved
|
06/22/2023
|
06/16/2023
|
|
|
Ted Allen
|
|
|
Miscellaneous
Following is a list of items, found during a cursory review that will need to be addressed prior to re-submitting the plans for review. Please be aware that this is not a complete plan review. These items and any subsequent review questions will need to be addressed prior to the Building Permit being issued:
1. While using the local exception where automatic sprinkler system is not required in multi-use buildings, provided an automatic and manual fire alarm system is installed. Please indicate this in accordance with NFPA 72 on plans.
2. The required capacity of each means of egress door opening shall be sufficient for the occupant load thereof and shall provide a minimum clear opening width of 32 inches (813 mm). The clear openings width of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees (1.57 rad). IBC Section 1010.1.1 requires coordination of several doors please clarify how doors are recognized between plan and in the door schedule on Sheet A2.
3. Separation of the uses within mixed use building as required by Section 508.4 separated uses are provided by separation with approved assemblies having a fire-resistance rating of not less than 2 hours with approved opening protectives, fire barriers constructed in accordance with IBC Section 707 and horizontal assemblies constructed in accordance with IBC Section 711. The stairwell will not be provided any open area that would allow a guard and 2-Hr protection shall be provided beneath stairway. The load bearing partition supporting the floor ceiling assembly and top of stairway, party wall studs and steel columns require individual protection. Provide locations with highlight or cross-hatch and details of all required assemblies including exterior and interior bearing walls, supporting construction and openings and other penetrations in fire-resistance-rated assemblies in accordance with IBC Section 714 and other code sections as applicable.
4. While R-10 insulation appears provided for the slab on grade by notes on Sheet A0, however a minimum of R-10 insulation is required from the top of the slab downward 48". Credit is given for horizontal however this starts at the top of slab without gaps before extending vertically. Indicate how this is done, a 45 degree taper is allowed at top of slab. R-5 insulation shall be provided under the full slab area of a heated slab and shown in Sections 1/A6 and 2/A6 or protected from UV light if outside as applicable.
5. While architectural plans show room uses and dimensions required to verify code requirements, include details of compliance to include location and dimensions of grab bars for toilet and shower as per ICC A117.1-2009.
6. While the ground snow load indicated on Sheet A0 is 108 psf, the snow loads shown on Sheet S1 appear to be in error. Please state the ground and flat roof snow load used in the design of the building.
7. The structural Engineer of Record has elected to provide a performance specification to qualified helical drilled pier installation contractors. The qualified installation contractor shall submit to the A/E of Record for approval of their proposed helical pile shaft and pier cap that meet the EOR's performance specification. No items should be installed until the delegated or deferred submittal documents have been approved by the A/E of Record and submitted to Routt County Regional Building Department (RCRBD).
Informational: A condition has been placed to submit copies of special inspections of caissons and proposed helical pile shaft and pier cap that meet the EOR's performance specification to RCRBD prior to installation of helical piers.I have also set conditions for deferred truss submittal and blower door test to be completed.
|
|
|
|
|
Engineering Review
|
Approved
|
06/12/2023
|
06/14/2023
|
|
|
Emrick Soltis, P.E., CFM
|
|
|
|
|
Planning Review
|
Approved
|
06/12/2023
|
06/13/2023
|
|
|
Toby Stauffer, AICP
|
|
|
|
|
GIS Land Development Review
|
Failed
|
06/12/2023
|
06/12/2023
|
|
|
Colten Yoast
|
|
|
Miscellaneous
Addresses for all units need to be discussed with GIS department.
|
|
|
Additional addressing needed.
|
|
Construction Site Management Review
|
Failed
|
06/12/2023
|
06/12/2023
|
|
|
Scott Slamal
|
|
|
Miscellaneous
Show erosion and sediment controls on CSMP.
|
|
|
Miscellaneous
Show concrete washout on CSMP.
|
|
|
Miscellaneous
Provide detail of tracking control pad.
|
|
|
|
|
External Agencies Review
|
Approved
|
06/12/2023
|
06/12/2023
|
|
|
Malea Michael-Ferrier
|
|
|
YVEA - inspections@yvea.com
Meter to be located as described by YVEA. They shall not be enclosed, covered or concealed. Violation shall result in termination of service.
This approval addresses only the meter and service location.
Please go to https://www.yvea.com/construction-service-guidelines to fill out all necessary applications and pay $1000 application fee.
Email electrical load calculations to emortenson@yvea.com
Any questions call Emma at YVEA 970-871-2242
|
|
Fire Code Review
|
Approved
|
06/12/2023
|
06/11/2023
|
|
|
Charles Brookshire
|
|
|
Conditionally Approved – pending deferred submittal of fire alarm permit. Permits to be submitted to Fire Prevention. See www.steamboatsprings.net, Fire and EMS Services, Fire Prevention, Downloadable Permits and Forms. NB
|
|
Building Code Review
|
Failed
|
06/12/2023
|
06/07/2023
|
|
|
Ted Allen
|
|
|
Miscellaneous
Following is a list of items, found during a cursory review that will need to be addressed prior to re-submitting the plans for review. Please be aware that this is not a complete plan review. These items and any subsequent review questions will need to be addressed prior to the Building Permit being issued:
1. While using the local exception where automatic sprinkler system is not required in multi-use buildings, provided an automatic and manual fire alarm system is installed. Please indicate this in accordance with NFPA 72 on plans.
2. The required capacity of each means of egress door opening shall be sufficient for the occupant load thereof and shall provide a minimum clear opening width of 32 inches (813 mm). The clear openings width of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees (1.57 rad). IBC Section 1010.1.1 requires coordination of several doors please clarify how doors are recognized between plan and in the door schedule on Sheet A2.
3. Separation of the uses within mixed use building as required by Section 508.4 separated uses are provided by separation with approved assemblies having a fire-resistance rating of not less than 2 hours with approved opening protectives, fire barriers constructed in accordance with IBC Section 707 and horizontal assemblies constructed in accordance with IBC Section 711. The stairwell will not be provided any open area that would allow a guard and 2-Hr protection shall be provided beneath stairway. The load bearing partition supporting the floor ceiling assembly and top of stairway, party wall studs and steel columns require individual protection. Provide locations with highlight or cross-hatch and details of all required assemblies including exterior and interior bearing walls, supporting construction and openings and other penetrations in fire-resistance-rated assemblies in accordance with IBC Section 714 and other code sections as applicable.
4. While R-10 insulation appears provided for the slab on grade by notes on Sheet A0, however a minimum of R-10 insulation is required from the top of the slab downward 48". Credit is given for horizontal however this starts at the top of slab without gaps before extending vertically. Indicate how this is done, a 45 degree taper is allowed at top of slab. R-5 insulation shall be provided under the full slab area of a heated slab and shown in Sections 1/A6 and 2/A6 or protected from UV light if outside as applicable.
5. While architectural plans show room uses and dimensions required to verify code requirements, include details of compliance to include location and dimensions of grab bars for toilet and shower as per ICC A117.1-2009.
6. While the ground snow load indicated on Sheet A0 is 108 psf, the snow loads shown on Sheet S1 appear to be in error. Please state the ground and flat roof snow load used in the design of the building.
7. The structural Engineer of Record has elected to provide a performance specification to qualified helical drilled pier installation contractors. The qualified installation contractor shall submit to the A/E of Record for approval of their proposed helical pile shaft and pier cap that meet the EOR's performance specification. No items should be installed until the delegated or deferred submittal documents have been approved by the A/E of Record and submitted to Routt County Regional Building Department (RCRBD).
Informational: A condition has been placed to submit copies of special inspections of caissons and proposed helical pile shaft and pier cap that meet the EOR's performance specification to RCRBD prior to installation of helical piers.I have also set conditions for deferred truss submittal and blower door test to be completed.
|
|
|
|
|
Electrical Review
|
Approved
|
06/12/2023
|
06/05/2023
|
|
|
Tom Cook
|
|
|
final approval subject to field inspection
|
|
Finance Department Review
|
Approved
|
06/12/2023
|
05/30/2023
|
|
|
Amy Camilletti
|
|
|
City of Steamboat Springs Finance has approved City permit fees and taxes on this building permit. The City’s portion is payable to the City of Steamboat Springs and submitted via the Routt County Regional Building Department or City View online portal.
At the end of the project, the City of Steamboat Springs Finance requires a construction use tax reconciliation to be completed to be compliant with the City of Steamboat Springs Municipal Code AND before signoff for the FINAL certificate of occupancy/completion with the Routt County Building Department. Steamboat Springs is a Self-Collecting Home-Rule City. Solar is NOT EXEMPT from the City of Steamboat Springs Use Tax, or the reconciliation process.
This information is sent to the email listed in City View. If you are not the person responsible for completing the use tax reconciliation for this project, please forward this information to the appropriate person so they are aware of the process before the project begins to ensure accurate records are kept for the reconciliation required within 90 days of the project being completed.
[Amy Camilletti @ 05/30/2023 8:53 AM]
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