HomeMy WebLinkAboutCorrespondence-CorrectionsTO:John Plano, Community Development Department
108 Eighth Street, Suite 401
Glenwood Springs, Colorado 81601 (970) 945-8212
RE Job Address:6762 Highway 82
BLCO-05-23-81 05: Building A
BLCO-05-23-81 06: Building B
Owner:Brent Lough
Thunder River Business Center
1655 County Road 109
Glenwood Springs, CO 81601
Architect Cloud Hill Design, LLC
Jeffrey H. Woodruff, AlA, LEED AP
Snowmass, CO 81654
i eff rev(@cloud h i I ld esiq n. com
+1 970 452 9008
Date 9 October 2023
Please provide 2 complete sets of corrected sheets, with clouded areas reflecting changes,lor
the resubmittal.
Corrections to address orior to issuing a building oermit:
Note, No response necessary for this comment: A002 - The tenants are depicted as mercantile
uses "M Occupancy". This occupancy group is typically for retail establishments. The review is
based on the information provided.
As per the owner, potentiat/eases of Buitding A and Building B inctude materials sa/e, such as
tite and appliances. The representation lead to the use "309.1 Mercantile Group M". Given M
Occupancy, Professional seryices may also /ease Building A or B, as per "3014.1 Eusrness
Group B. The determination of the separation of occupancres as per Table 508.4 is determined
by the tenant finish submittal.
1. 4002 - Please add the Type of Construction and allowable square footages based on the
Occupancy Groups proposed. The only notes are found on Sheets 4103 and 4104 stating Type
lB, which requires quite a bit of fire-resistive structural members. lf that is the Type of
Construction desired, please add details for the structural protection. (lBC Chapter 5)
The Type of Construction has been updated to TYPE ll B. The building is constructed of non-
combustable materials as per 602.2 and allowable materials 603.1. The permit is for the Core
and Shell of 6762 Highway 82, Building A and Building B. The buildings are (lBC 507.3)
Nonsprinktered, one story buildings. This permit is for the Core and Shell of Building A and
Building B. Separation of occupancies (as per Table 508.4) is determined by the tenant finish.
As per Table 506.2 Allowable Area Factor, with Type ll B construction and M Occupancy
Ctassification the allowable area factor (before any increase based on frontage) is 12,500
square feet. The allowable building height as per either occupancy classification Busrness
Group B or M is 55 feet above grade plane. Therefore Type llB rs conslstent with the type of
construction, non-sprinklered, as well as the floor area proposed and the height proposed.
4. The orientation of Building t has changed during the design. Please coordinate all sheets to
reflect the actual location of both buildings, associated utilities, parking, etc. (lBC 107)
7. A1031A104 - Please add the vertical grab bar to the ADA Bathroom Requirements. (ANSI
A117.1)
Vertical grab bars are drawn on A103 and A104. Not clouded, included with original submittal.
Enlarged plan (typ.) and elevations of the ADAAG compliant water c/osefs was added to sheet
4202.
8. Please show all the parking spots associated for these two buildings. The spaces are to
account for the future tenants. For retail or offices 1 space is required for every 250 square feet
of floor area. 13,200 sq. ft. total - 576 sq. ft. restrooms = 12,624leasable space/250 for retail =
51 parking spaces. (LUDC 7-302)
The architectural site plan meets Garfield County Code as per LUDC 7-302.
As per the Architectural Site Plan, A001 the site contains and provides # 15 Parking spaces,
including 2 van accessrb/e spaces. Given Building A and Building B, are separate buildings,
they were treated as two 'separate facilities", therefore 1 van accesslb/e space was provided
per building.
The one acre lot, with circulation, waste seruices, well needs and OWTS needs does not
accommodate the spaces as per LUDC 7-302, as per retail. However, the commercial use table
7-302-A requires one space per 2,000 feet of floor area, so 12,624/2000 = 6.3 spaces = 7.0
spaces.
9. Off-street loading is required. Please show loading on the plans where applicable. (LUDC 7-
302)
We comply as per the architectural site plan A001 with LUDC 7-302.
10 Show location and details for handicap parking spaces. The space and loading area are to
be a hard surface with an accessible route into each building. (lBC 1106)
As per the Architectural Site Plan, A001 the site contains and provides # 15 Parking spaces,
including 2 van accessrþ/e spaces. Given Building A and Building B, are separate buildings,
they were treated as two 'separate facilities", therefore 1 van accessló/e space was provided
per building. Both spaces provide hard surface access, flared srded ramps and clear paths to
entrances. Allwater c/osefs are accessible facilities.
11 Please provide a Special lnspection Statement. (lBC 1704.2.3) This is noted on the new
foundation plans dated 9127 and can be found in the bottom left hand corner of 51 .0 under
Special lnstructions.
12 Please provide details for supporting the gypsum on the ceiling. The purlins appear to be
approximately 40" on center.
Tally Ho Construction is not doing the drywall, this may be a follow up question for Brent and his
drywall subcontractor. I know his original plan was for the partition walls to divide off the space,
but I don't see any notes indicating gypsum on the ceiling.
tpñt" permit was submitted prior to July I "t2023, when the County still had the 2009
lnternational Energy Conservation Code adopted. The R1 roof reference is indicating R-38 with
little detail. Silvercóie is being referenced as the insulation supplier. The Silvercote dètails for
metal roofs do not match the detail on the plans.
https://www.silvercote.com/products-and-systems/metal-building-insulation/new- construction/
The Code requires an R-3.5 to R-5 thermal blocks based on differenf versions of insulation
details. 2009 IECC Tables 502.2(1) and 502.2(2). Please provide details to indicate code
compliance. lf the thermal blocks are eliminated the Prescriptive Method cannot be used. The
IJ-Factor Alternative is the other option allowed in the code. Provide a Comcheck Envelope
Report or detail the required thermal blocks.
Please see attached installation diagram for the thermal blocks, we are installing R38 Simple
saver with thermal blocks
Safety glazing is not designated on the plans. Safety glazing will be checked during the framing
and final inspection. (lBC 2406.4) This is just a comment we will address with finish
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)
Tally Ho Construction is not doing any interior finishes, these will all be subcontracted through
Brent. Subcontractor can supply cut sheet at framing inspection.
Separate Sign Permits are required for any external signs. Please contact the County Planner
for the application.
Sign conformance and elevations removed from set and will be submitted separate from the
building permit.
The walls surrounding the toilets are to be non-absorbent for a height of 48" and 2' past on
each side of the toilet.
The watls surrounding the toilets are to be non-absorbent, either FRP or aluminum diamond
plate, for a height of 48" and 2' past on each side of the toilet.
The water closets in Building 1 will require right hand flush models.
The water c/osefs in Building 1 were updated to facilitate a left handed flush.