HomeMy WebLinkAboutCorrections and Conditions of ApprovalGarfield County
Community Development Department
06t20t2024
Owner:
Glenwood Partners LLLP
214 Center Drive
Glenwood Springs, CO 81601
Architect:
Kaufman Design Group
12371 E. Lincoln Court
Wichita, KS 67207
Contractor:
Andover Construction
333 E. Main Street Suite 300
Louisville, KY 40202
Re: Corrections and Conditions of Approval
Job Address: TBD Center Drive - Building C
Parcel # 218506100042
Dear Kaufman Design Group,
The County Building Department has performed the review on the building permit application
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)94s-8212
Gorrections to address prior to issuing a building permit;
1 The structural drawings are indicating 38.5 psf. roof snow load. The minimum adopted by
the County is 40 psf. lf reductions are utilized based on ASCE 7-02, a statement from the
engineer would be adequate. lf not, please change the drawings.
2 The structural drawings indicate "Dead Load: WEIGHT OF METAL BUILDING ONLY'.
There are 8 Roof Top Units proposed, please change the drawings to accommodate the air
handling units.
3 A4.1 - Please add the slab on grade perimeter insulation to the details. (2018 IECC Table
C402.1.3 and C402.2.4)
4 Please provide a Service/Mop Sink in each tenant space. (lPC Table 403.1)
Conditions to be addressed during construction:
Separate permits are required for tenant finish 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://www.colorado.qov/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.
All backflow preventers are required to be tested and certified by a licensed backflow
specialist after installation and prior to issuance of the Certificate of Occupancy.
Separate Sign Permits are required for any external signs. Please see the County's website
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 carci
or provide written documentation of the inspections.
The Electrical Code requires a separate Electrical Permit for low voltage fire alarms that has
an alarm panel and send a notification to the Fire District when under alarm. A Rough-ln
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inspector sign the building card or provide written documentation of the inspection.
The fire sprinkler and alarm are required to be inspected and approved by the Local Fire
Protection District. Please provide shop drawings to the Fire District for review and schedule
the inspections accordingly. Please have the Fire Marshal sign the inspection card when the
rough inspection is approved and when the final inspection is approved.
108 Eighth Street, Suite 401
Glenwood Springs, Colorado 81601
(e70) e4s-8212
Any water supply that feeds a fire suppression system is to be inspected by the Fire Marshal
for that Fire District prior to backfilling.
Please provide special inspections reports to the Building Department as specified within the
General Notes of the structural drawings.
Combustible material is limited in Type I and Type ll Construction. See IBC 603 for allowed
combustible materials.
All exterior lighting is to be downcast and shielded.
Any membrane and through penetrations of the fire resistive construction will be required to
be fire-stopped with listed fire stopping assemblies. The contractor is to provide a cut sheet
for the assemblies at the framing inspection. (lBC 713)
A Knox Box is required to be mounted adjacent to the front door. Please contact the Local
Fire District for exact location.
lf the fire sprinkler system requires a fire pump. Then the Utility Room that houses the pump
will be required to be one-hour construction. (lBC Table 508.2.5)
All accessible door hardware shall have a shape that is easy to grip, including pocket and
sliding doors. (ANSI A117.1 - 404.2.6)
An air leakage test is required prior to performing the final building inspection. (IECC
c402.5)
Natural gas is 2psi system, regulators are required at each appliance
The flush handles for the water closets are to be on the accessible side of the fixture. Four
of the restrooms will require right hand flush models.
Doors with double keyed dead bolts to have a sign posted: "This Door to Remain Unlocked
When This Space is Occupied"
Sincerely,
IAnn thne
John Plano
Building Official
CC via e-mail:
Andover Construction
108 Eighth Street, Suite 401
Glenwood Springs, Colorado 81601
(970) 94s-8212
A r I ANDOVERrI iCS1*STRUCT;ONLLC
Mr. John Ptano
108 Eight Street
Suite 401
Gtenwood Springs, CO 81601
Response Letter to Corrections and Conditions of ApprovaI for Genter Drive Buitding G
Dear John,
Ptease see betow for List of corrections to address prior to issuing a buitding permit atong
with their sotution Listed in red. The revised sheets are enctosed and revisions are ctouded
1. The structural drawings are indicating 38.5 psf. roof snow load. The minimum adopted by
the County is 40 psf. lf reductions are utilized based on ASCE 7-02, a statement from the
engineer would be adequate. lf not, please change the drawings.
Please see revised Sheet S001 for updated calculation from engineer which is his justification
2The structuraldrawings indicate "Dead Load: WEIGHT OF METAL BUILDING ONLY".
There are 8 Roof Top Units proposed, please change the drawings to accommodate the air
handling units.
Please see revised sheets: 5210 and S410. Structural engineer added additional structure for
rooftop unit support.
3 A4.1 - Please add the slab on grade perimeter insulation to the details. (2018 IECC Table
C402.1.3 and C402.2.4)
John, we are happy to add this and have already added to our material order list. Could we
please add this as a line item on our condition for permit list? Sally is out of the country for two
weeks and it may be difficult for her to get this added to the details and I would prefer not to
bother her. I will personally make sure this insulation is added and am happy to add on the
condition of permit list if that is acceptable to you.
4 Please provide a Service/Mop Sink in each tenant space. (lPC Table 403.1)
Per Warren Clements, MEP engineer, "The tenant spaces are exempt from having a service
sink as a business classification with fewer than 15 occupants per Table 403J
A r I ANDoVERrI i CONSTRUCTIONLLC
Thank you for working with us on this permit and the storage buitding. lf there is any
way that we can get our permit and ptan review fee soon, I witt get the check paid
immediatel.y. I am actualty having my first chitd with a due date of Juty 8'h. I woutd reatl,y,
sincerely appreciate if I coutd have a permit issued prior to the 4th of Juty. I am ptanning on
taking two weeks off starting on714 and it woutd reatty be a lot less stressfut if I had this
permit in hand prior. I comptetety understand that you need to feel comfortabl.e with these
revisions and responses to issue a permit so ptease reach ptease ca[[ with any comments,
questions, or concerns. I appreciate your consideration and a[[ of your help on these
projects.
Thanks,
Dan Kunau
502-572-7880