Information based on query as of Wednesday, July 17, 2024.
Permit Information
Permit NumberBLD17-00017
StatusFinaled
Name CUSTOM STEEL STRUCTURES
Site Address 2033 S CENTURY WAY
Project NameSVST storage building
Customer NumberBLD17-03233 FOUNDATION
ePlanReviewYes
Description
(SUN VALLEY SKI TOOL) Pernit for the construction of a new 48'x60' storage building with work to include general site work and construction of the building per the approved plans and the attached engineering. CDM
Contact Information
See Activities list for contact information
Show Inspection Activities Only
DescriptionReceivedRequestedCompletedAM/PMDispositionAssigned To 
Third Notice 4/15/20184/16/2018 DONE
credit for 7k value pulled on foundation permit bld17-03233
Print Statement  4/16/2018 DONE
mailed 4/17/18
Second Notice 3/24/20184/10/2018 DONE
mailed 4-11-18
First Notice 3/12/20183/14/2018 DONE
Mailed 3-15-18
Print Occupancy Form  3/2/2018 DONE
Permanent Occupancy  3/2/2018 DONE
PubWorks Occupancy Approval3/1/20183/1/20183/1/2018 DONE
DetailsTiffany Lowery
BLD-Final2/27/20182/28/20182/28/2018APASS
DetailsJim Storey
Call ahead // kurt Phone #: ###-####
FIRE-Final Inspection2/7/20182/8/20182/8/2018APASS
DetailsTroy Cobbley
life safety passed

late am please// call 1/2 hr prior // Curt Phone #: ###-####
BLD-Framing/Rough-in12/13/201712/14/201712/14/2017APASS
DetailsMike Jordan
Kurt Phone #: ###-####
BLD-Wall Bracing11/29/201711/29/201711/29/2017PPASS
DetailsMike Jordan
east wall ok.
BLD-Other11/29/201711/29/201711/29/2017PPASS
DetailsMike Jordan
5/8 type x rock on exterior west wall exterior side ok.
BLD-Other11/28/201711/29/201711/29/2017ACANC
DetailsMike Jordan
Curt-fire wall Phone #: 208###-####. Moved to pm.
BLD-Wall Bracing11/28/201711/29/201711/29/2017ACANC
DetailsMike Jordan
Curt Phone #: 208###-####. Moved to pm.
BLD-Framing/Rough-in11/28/201711/29/201711/29/2017ACANC
DetailsMike Jordan
Curt Phone #: 208###-####. Moved to pm.
BLD-Wall Bracing11/17/201711/20/201711/20/2017APASS
DetailsMike Jordan
shear... call for details kurt Phone #: ###-####
Issue PAID IN FULL permit  10/17/2017 DONE
Print Occupancy Form  10/17/2017 DONE
Plan assigned to (CDM)6/2/20176/2/201710/16/2017 PASS
DetailsCarl D Madsen
1st comp Sun Valley tools
Routing PW Drainage10/16/2017 10/16/2017 PASS
DetailsBrian Murphy
Routing - PLAN CHECK10/16/2017 10/16/2017 PASS
DetailsCarl D Madsen
PLANS/APPL TAKEN TO FRONT DESK  10/16/2017 DONE
Permit Ready to Issue  10/16/2017 DONE
Need:
Revised cert of value
Telephone call  10/16/2017 DONE
called owner and told him permit is ready, need cert of value from Curt Barber (Custom Steel Structures), pay fees due, then can issue permit.
Routing Off Site - STRUCTURAL8/18/2017 9/22/2017 PASS
DetailsCarl D Madsen
Routing - PLAN CHECK8/18/2017 9/22/2017 PASS
DetailsCarl D Madsen
Routing PW Drainage8/18/2017 8/28/2017 FAIL
DetailsBrian Murphy
NEED TO REPLACE EXISTING SEEPAGE BED WHICH IS BEING ELIMINATED WITH NEW SYSTEM THAT NEEDS TO TAKE DRAINAGE BASIN TOTAL VOLUME
Routing - PUBLIC WORKS8/18/2017 8/18/2017 PASS
DetailsRachael Beierle
Routing Off Site - STRUCTURAL7/12/2017 7/18/2017 FAIL
DetailsCarl D Madsen
Routing PW Drainage7/13/2017 7/18/2017 FAIL
DetailsBrian Murphy
NEED DRAINAGE BASIN CALCS SEEPAGE BED DETAIL M WELL PIPES SHOWN SWALE PIPE S INVERT SWALE C-33 SAND
Routing - PLAN CHECK7/12/2017 7/18/2017 FAIL
DetailsCarl D Madsen
Routing - PUBLIC WORKS7/12/2017 7/13/2017 PASS
DetailsRachael Beierle
Route to Impact Fee Review6/28/20177/1/20176/29/2017 PASS
DetailsEric Bilimoria
Review requested for Commercial Permit
1st review completed  6/28/2017 FAIL
Routing - PLAN CHECK6/2/2017 6/28/2017 FAIL
DetailsCarl D Madsen
Routing Off Site - STRUCTURAL6/2/2017 6/28/2017 FAIL
DetailsCarl D Madsen
Routing - Design Review6/2/2017 6/8/2017 PASS
DetailsSarah Schafer
Approved per DRH16-00390
Routing - FIRE6/2/20176/2/20176/6/2017 PASS
DetailsKatie Marron
No high piled storage/racks are indicated. High piled storage is restricted to less than 500 sq.ft. for this unsprinklered building. No additional comments required.
Routing - PLANNING Land Div6/2/2017 6/6/2017 PASS
DetailsTodd Tucker
Routing - Erosion and Sediment6/2/2017 6/5/2017 PASS
DetailsMelissa Jannusch
Plan approved.
Intake Approval  6/2/2017 PASS
DetailsAdele J Schaffeld-Griffin
Carl M approved intake
Routing - Addressing6/2/2017 6/2/2017 PASS
DetailsLaura Hunter
Routing - PUBLIC WORKS6/2/2017 6/2/2017 PASS
DetailsMorgan Webb
Intake Approval  5/19/2017 FAIL
3rd pre-screen
Carl Madsen 5/19/17
Please review the changemarks on the checklist and proved the requested items.
Intake Approval  4/27/2017 FAIL
Ward,

The 502 checklist must still be completed with all required items provided, including but not limited to the following:

1. Design review approval letter. Provided
2. Geotechnical report. Soil scientist report ok per public works for submittal only.
3. Shallow Injection Well Inventory form.
4. Site Drainage Report.
5. Drainage System O & M plan and O & M agreement. Not provided
6. Lighting compliance and lighting plan.
7. Fire extinguisher locations.
8. Fire flow letter.
9. The engineering calculations indicate an allowable soil bearing pressure of 4,500 PSF. Please provide verification.
10 The soil capacity in the report only indicates a maximum design pressure of 4,000 PSF. at the calcium layer. The structural indicates 4,500. If 4,000 is utilized the foundation is required to be shown as extending to this depth.
Please review the previous requested items and provide all required items.
The form 502 checklist is still required to be completed and uploaded with all required items provided.
Please re-upload all sheets that are not in the proper orientation.

Carl Madsen
4-27-17

The Environmental Site Assessment from GEM Environmental must be re-uploaded as one PDF file with all sheets rotated to be vertical. The ESA is not a substitute for any of the documents required above.

Thank you,
Julie Romig
Plan Reviewer's activity  4/4/2017 
Spoke with Structural Engineer, who asked if a Geotech was required for the project. Told her that geotech is required for public works/soil infiltration, but confirmed that she could use soil bearing capacity from the building code instead of structural geotech.
Routing PW Drainage6/2/2017 3/28/2017 FAIL
DetailsBrian Murphy
need apdx j , strucural letter nand gutter system roof nto pond
Intake Approval  3/24/2017 FAIL
DetailsJulie Romig
The 502 checklist must still be completed with all required items provided, including but not limited to the following:
1. Design review approval letter.
2. Geotechnical report.
3. Shallow Injection Well Inventory form.
4. Site Drainage Report.
5. Drainage System O & M plan and O & M agreement.
6. Lighting compliance and lighting plan.
7. Fire extinguisher locations.
8. Fire flow letter.
9. The engineering calculations indicate an allowable soil bearing pressure of 4,500 PSF. Please provide verification.
The Environmental Site Assessment from GEM Environmental must be re-uploaded as one file with all sheets rotated to be vertical. The ESA is not a substitute for any of the documents required above.
Intake Approval  1/17/2017 FAIL
Please provide the completed form 502 checklist with all required items provide.
Including but not limited to the following:
Design review approval letter.
Geotechnical report.
Grading and drainage plan with O & M and O & M agreement
Lighting compliance and lighting plan.
Fire extinguisher locations.
Fire flow letter.
The engineering calculations indicate an allowable soil bearing pressure of 4,500 PSF. Please provide verification.
Application received  1/5/2017 DONE
Application submitted via PDS Online on Jan 5 2017 10:50AM