HomeMy WebLinkAboutConditions of PermitCONDITIONS OF PERMIT
BLCO-OS -23-8105, Bldg A (#1)
BLCO-OS -23-81 06, Bldg B (#2)
THUNDER RIVER BUSINESS CENTER
NEW WAREHOUSE BUILDINGS
67 62 H IG HWAY 82 - A & B BU ILDINGS
GLENWOOD SPRINGS, CO 81601
1) Building Permits are required for each of the Tenant Finishes
2) The approved plans are to be on-site for inspections
3) Sanitary facilities are required to be provided for workers.
4) A list of required inspections will be attached to the plans. The State is to permit and
approve the electrical work.
https://www.colorado. gov/pacific/d oralD PO Electrica I Pl u m bi ng Permits
5) Underground utility locates is the responsibility of the owner or contractor. 811 is the
Colorado Utility Locate Hot Line.
ó) 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.
7) All backflow preventers are required to be tested and certified by a licensed backflow
specialist after installation and priorto issuance of the Certificate of Occupancy.
B) Separate Sign Permits are required for any external signs. Please contact the County
Planner for the application.
9) Electrical Code compliance will be determined based on field inspections performed
by the State Electrical lnspector, (303) 8ó9-3458. Please have the inspector sign the
building card or provide written documentation of the inspections.
10)Ple¿se provide special irrspecliorrs reporLs l"o lhe Building Departrnerrt as specified
within the General Notes of the structural drawings.
1 1 )Geotechnical observation is requirecl when the excavation is complete and written
verification be supplied at footing inspection, 2000psf. The recommendations e-
mailed from the Geotech Engineer were not based on a specific soils study for this lot.
Thc excavation observation report is required.
12)Safety glazing is not designated on the plans. Safety glazing will l¡e checkecl durirrg
the framing and final inspection. (lBC 2406.4)
13)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 71 3)
14)A Knox Box is required to be mounted adjacent to the front door. Please contact the
Local Fire District for exact location.
1 5)The walls surrounding the toilets are to be non-absorbent for a height of 48" and 2'
past on each side of the toilet.
1ó)All accessible door hardware shall have a shape that is easy to grip, including pocket
and sliding doors. (ANSI A117 .1 - 404.2.6)
17)Abide by all rule forthe abandonment of the existing septic system and installation of
the new system thru the Environmental Heath permitting process.
18)The water closets in Building 1 will require right hand flush models.
1 9)All tenant spaces are provided with garage doors where vehicles can be parked
inside. All sources of ignition are to be a minimum 18" above the floor.
20)Combustible materials are limited in Type I and Type ll Construction. See IBC ó03 for
al lowed combustible materials.
inches (152 mm) nominal in depth for the upper half.
Framed or glued-laminated arches for roof construction
that spring from the top of walls or wall abutments, framed
timber trusses and other roof framing, which do not sup-
port floor loads, shall have members not less than 4 inches
(102 mm) nominal in width and not less than 6 inches (152
mm) nominal in depth. Spaced members shall be permit-
ted to be composed of two or more pieces not less than 3
inches (76 mm) nominal in thickness where blocked sol-
idly throughout their intervening spaces or where spaces
are tightly closed by a continuous wood cover plate of not
less than 2 inches (51 mm) nominal in thickness secured to
the underside of the members. Splice plates shall be not
less than 3 inches (76 mm) nominal in thickness. Where
protected by approved automatic sprinklers under the roof
deck, framing members shall be not less than 3 inches (76
mm) nominal in width.
602.4.6 Floors. Floors shall be without concealed spaces.
Wood floors shall be constructed in accordance with Sec-
tion 602.4.6.1 or 6O2.4.6.2.
602.4.6.1 Sawn or glued-laminated plank floors.
Sawn or glued-laminated plank floors shall be one of
the following:
l. Sawn or glued-laminated planks, splined or
tongue-and-groove, of not less than 3 inches (76
mm) nominal in thickness covered with l-inch
(25 mm) nominal dimension tongue-and-groove
flooring, laid crosswise or diagonally, r5/rr-inch
(12 mm) wood structural panel or t/r-inch (12.7
mm) particleboard.
2. Planks not less than 4 inches (102 mm) nominal
in width set on edge close together and well
spiked and covered with l-inch (25 mm) nominal
dimension flooring or r5/rr-inch (12 mm) wood
structural panel or '/r-inch (12.7 mm) particle-
board.
The lumber shall be laid so that no continuous line of
joints will occur except at points of support. Floors
shall not extend closer than '/, inch (12.7 mm) to walls.
Such t/r-inch (12.7 mm) space shall be covered by a
molding fastened to the wall and so arranged that it will
not obstruct the swelling or shrinkage movements of
the floor. Corbelling of masonry walls under the floor
shall be permitted to be used in place of molding.
602.4.6,2 Cross-laminated timber floors. Cross-lami-
nated timber shall be not less than 4 inches (102 mm) in
thickness. Cross-laminated timber shall be continuous
from support to support and mechanically fastened to
one another. Cross-laminated timber shall be permitted
to be connected to walls without a shrinkage gap pro-
viding swelling or shrinking is considered in the
design. Corbelling of masonry walls under the floor
shall be permitted to be used.
602.4.7 Roofs. Roofs shall be without concealed spaces
and wood roof decks shall be sawn or glued laminated,
splined or tongue-and-groove plank, not less than 2 inches
(51 mm) nominal in thickness; 11/r-inch-thick (32 mm)
wood structural panel (exterior glue); planks not less than
TYPES OF CONSTRUCTION
3 inches (76 mm) nominal in width, set on edge close
together and laid as required for floors; or of cross-lami-
nated timber. Other types of decking shall be permitted to
be used if providing equivalent fire resistance and struc-
tural properties.
Cross-laminated timber roofs shall be not less than 3
inches (76 mm) nominal in thickness and shall be continu-
ous from support to support and mechanically fastened to
one another.
602.4.8 Partitions and walls. Partitions and walls shall
comply with Section 602.4.8.1 or 602.4.8.2.
602.4.8.1Interior walls and partitions. Interior walls
and partitions shall be of solid wood construction
formed by not less than two layers of l-inch (25 mm)
matched boards or laminated construction 4 inches
(102 mm) thick, or of 1-hour fire-resistance-rated con-
struction.
602.4.8.2 Exterior walls. Exterior walls shall be of one
of the following:
1. Noncombustible materials.
2. Not less than 6 inches (152 mm) in thickness and
constructed of one of the following:
2.1- Fire-retardant-treated wood in accor-
dance with Section 2303.2 and complying
with Section 602.4.1.
2.2. Cross-laminated timber complying with
Section 602.4.2.
602.4.9 Exterior structural members. Where a horizon-
tal separation of 20 feet (6096 mm) or more is provided,
wood columns and arches conforming to heavy timber
sizes shall be permitted to be used extemally.
602.5 Type V. Type V construction is that type of construc-
tion in which the structural elements, exterior walls andinte'
rior walls are of any materials permitted by this code.
sEcTloN 603
COMBUSTIBLE MATERIAL !N
TYPES ¡ AND II CONSTRUCTION
603.1 Allowable materials. Combustible materials shall be
permitted in buildings of Type I or II construction in the fol-
lowing applications and in accordance with Sections 603.1.1
through 603.1.3:
l. Fire-retardant-treated wood shall be permitted in:
1.1. Nonbeari¡g partitions where the requtred fire-
resistance rating is 2 hours or less.
1.2. Nonbearing exterior walls where fire-resis-
tance-rated construction is not required.
1.3. Roof construction, including girders, trusses,
framing and decking.
Exception: In buildings of Type IA con-
struction exceeding two stories above
grade plane, fire-retardant-Ûeqted wood is
not permitted in roof construction where
2015 INTERNATIONAL BUILDING CODE@ 115
ItlTfIlt\lÀTlnÀl^l Copyrighr to, or licensed by, ICC (ALL RIGHTS RESERYED); accessed by John Plano on Jæ 6, 2015 5:29:58 PM pursuant to License Agreement.
TYPES OF CONSTRUCTION
the vertical distance from thc uppcr floor to
the roof is less than 20 feet (6096 mm).
2. Thermal and acoustical insulation, other than foam
plastics, having aflame spread index of nofmore than
25.
Exceptions:
l. Insulation placcd bctwccn two layers of
luncurlrbuslible rna{.erials wil"hout an inter-
vening airspace shall be allowed to have a
flame spread inclex of not more than 100.
2. Insulation installed between a finished
floor and solid decking without intervening
airspace shall be allowed to have a flame
spread index of not more than 200.
3. Foam plastics in accordance with Chapter 26.
4. Roof coverings that have an A, B or C classification.
5. Interior floor finish and floor covering materials
installed in accordance with Section 804.
6. Millwork such as doors, door frames, window sashes
and frames.
J. Interior wall and ceiling finishes installed in accor-
dance with Sections 801 and 803.
8. Trim installed in accorclance with Section 806.
9. Where not installed greater than 15 leet (4572 mm)
above grade, show windows, nailing or furring strips
and wooden bulkheads below show windows, includ-
ing their frames, aprons and show cases.
10. Finish flooring installed in accordance with Section
805.
11. Partitions dividing portions of stores, offices or simi-
lar places occupied by one tenant only and that do nof
establish a corridor serving aî occupant load of30 or
more shall be permitted to be constructed of fire-
retardant-treated wood, 1 -hour fire-resistance-rated
construction or of wood panels or similar light con-
struction up to 6 feet (1829 mm) in height.
12. Stages and platforms constructed in accordance with
Sections 410.3 and 410.4, respectively.
13. Combustlble exterior wall coverings, balconies and
similar projections and bay or oriel windows in accor-
dance with Chapter 14.
14. Blocking such as for handrails, millwork, cabinets
and window and door frames.
15. Light-transmitting plastics as permitted by Chapter
26.
16. Mastics and caulking matcrials applicd to provide
flexible seals between components of exterior v,all
construction.
17. Exterior plastic veneer installed in accordance with
Section 2605.2.
18. Nailing or furring strips as permitted by Section
803.1 1 .
19. Hcavy timhcr as pcrmittcd by Notc c to Table tiO I and
Sections 602.4.1 and 1406.3.
20. Aggregates, component materials and admixtures as
permitted by Section 703.2.2.
21. Sprayed fire-resistant materials and intumescent and
mastic fire-resistant coatings, determined on the basis
of fire resistance tests in accordance with Section
701.2 ancl installed in accorrlance with Secfions
l7 05.14 and 1705. 15, respectively.
22. Mâteriâls used to protect penetrâtiôns in fire-resis-
tance-rated assemblies in accordance with Section
714.
23. Matcrials used to protcct joints in firc-resistance-rated
assemblies in accordance with Section 715.
24. Matenals allowed in the concealed spaces of build-
ings of Types I and II construction in accordance with
Section 718.5.
25. Materials exposed within plenums complying with
Section 602 of the International Mechanical Code.
26. V/all construction of freezers and coolers of less than
1,000 square feet (92.9 m2;, in size, lined on both
sides with noncombustible materials and the building
is protected throughout with an automatic sprinkler
system in accordance with Section 903.3.1.1.
603.1.1 Ducts. The use of nonmetallic ducts shall be per-
mitted where installed in accordance with the limitations
of the International Mechanical Code.
603.1.2 Piping. The use of combustible piping materials
shall be permitted where installed in accordance with the
limitations of the International Mechanical Code and the
I nternational P lumbin g C ode.
603.1.3 Electrical. The use of electrical wiring methods
with combustible insulation, tubing, raceïvays and related
components shall be permitted where installed in accor-
dance with the limitations of this code.
2015 ¡NTERNATIONAL BUILDING CODE@
Copyrisht to, or licensed bv, IÇÇ (ÄLL RIGHTS RESERYED): sccessed by John Plsno on Jsn 6, 2015 5;29;58 PM pursuant to Liccnsc Agrçcment.înt lâll\LTitli \T'.,[ ¡ nnn
116