HomeMy WebLinkAboutCorrections and Conditions of PermitGurfield Coulnty
Community I)evelopment Department
10t26t2023
Owner:
Free Up Storage
1440 Brickyard Road Unit 4
Golden, CO 80403
Architect:
Asher Architects + Engineers
512 ïth Street
Berthoud, CO 80513
Contractor:
Spartan Construction Management
17301W Colfax Avenue
Golden, CO 80401
Re: Corrections and Conditions of Approval
JobAddress: 357 S. 16th Street, Silt, CO
BLCO-1 0-23-8368, BLCO -10-23-8370, BLCO-1 0-23-8369
Building l, J, K
Dear Asher Architects,
The County Building Department has performed the review on the building permit applications
and plans for the new building proposed at the above address.
There are items that need to be addressed prior to considering issuance of the building permit
and items that can be addressed after the issuance of the building permit.
Please provide a response letter addressing each item listed in the "ltems to address prior to
issuing a building permit". Response not required for the "Conditions to be addressed during
construction" but please address if clarification is needed.
Please provide 2 complete sets of corrected sheets, with clouded areas reflecting changes, for
the resubmittal.
108 Eighth Street, Suite 401
Glenwood Springs, Colorado 81601
(970)e4s-82t2
Corrections to address prior to issuing a buildinE permit:
1 50.01 - The Design Criteria is indicating a 35psf roof snow load. The minimum design
criteria in Garfield CoLrnty is 40psf. Please address accordingly.
2 The foundation design does not appear to follow the recommendations in the Soil Report
that was submitted with the permit. The report recommends helical piers but gives
recommendations for Shallow Foundations in 8.2.o Please have the structural engineer reference the specific soils report on the
drawings.. The Geotech Report recommends 400psf and 300psf for gravity loads and lateral
loads respectively. The Structural notes indicate 1500psf and 2000psf respectivelyo The Geotech Report indicates separating the slab from the foundations, columns,
etc. The details on the plans do not indicate separation.. There are no footings indicated for the interior bearing walls.
3 The soils report indicates that there is a drainage pod in Building F location. The footing is to
extend at of below the bottom of the pond.
4 There is always a question regarding hazardous material storage in this type of facility.
Typically, in storage facilities the leases will cover hazardous material storage. Would you
please provide a statement or a sample lease agreement for the County's file. (lBC 41a)
5 After speaking with the Fire Marshal, a Knox Box is to be installed at the entrance gate prior
to issuance of the building permits.
Conditions to be addressed durinq construction:
The approved plans are to be on-site for inspections
Sanitary facilities are required to be provided for workers.
A list of required inspections will be attached to the plans. The State is to permit and
approve the electrical work.
https:/iwwrrv.colorado.oov/pacific/dora/DPO Electrical Plumbinq Permits
Underground utility locates is the responsibility of the owner or contractor. 81 1 is the
Colorado Utility Locate Hot Line.
Drainage across property lines shall not exceed that which existed prior to grading. Excess
or concentrated drainage shall be contained on site or directed to an approved drainage
facility. Erosion of the ground in the area of discharge shall be prevented by installation of
non-erosive down drains or other devices.
Separate Sign Permits are required for any external signs. Please contact the County
Planner for the application.
Electrical Code compliance will be determined based on field inspections performed by the
State Electrical lnspector, (303) 869-3458. Please have the inspector sign the building card
or provide written documentation of the inspections.
108 Eighth Street, Suite 401
Glenwood Springs, Colorado 81601
(970)e4s-8212
Please provide special inspections reports to the Building Department as specified within the
General Notes of the structural drawings.
Geotechnical observation is required when the excavation is complete and written
verification be supplied at footing inspection, 300psf/400psf.
Combustible material is limited in Type I and Type ll Construction. See IBC 603 for allowed
combustible materials.
Sincerely,
John Plano
Building Official
CC:
108 Eighth Street, Suite 401
Glenwood Springs, Colorado 81601
(970)94s-82r2