HomeMy WebLinkAboutCode Analysis and Conditions of PermitGarfield County Building Department
108 8th Street Suite 401
Glenwood Springs, CO, 81601
970-945A212
tBC 2015 Gode Analysis and Conditions of Permit
Date: Friday, 30 SePt 2022
Proiect Description: Xcel Rifle Station Recommissioning Project
BLCO-7799 Prefabricated Control Building
BLCO-7800 Prefabricated Main Compressor Building
BLCO-780 I Prefabricated I nstrument Air Bu ild in g
BLCO-78- Prefabricated Gas Ch romatograph Bu ildin g
project Location: 770 CR 264 Rifle CO 81650 Public Service Co. of Colorado, Cheryl
Diedrich 1123W.23rdAve Denver CO 80223
Owner: Public Service Company of Colorado, Cheryl Diedrich 303.571'3116
cheryl.diedrich@excelenrgy.com 1123 W. 3rd Ave Denver CO 80223
Gonäfiuction by: Mears Group, lnc., Mike Denison 2595 Rocky Mtn. Ave # 270 Loveland CO
80538
Architect: None
Engineer:
Controt Building, tnstrumentAir Bldg(BLC0-7799,7801) - Wood Grolp USA Fabrication,
Jackson Robert emnot 720.420.8328 emnottj@zapecs.com 45057 Camelot Circle Longmont CO
80504,
Main Compressor Bldg (BCLO-7800) Standard lndustrial Structures Corp, Andrew
Youseff, 281.326.5994 2665 Weshollow Dr' Houston Tx.77082
ayoussef@siscorpstructures. com-
Gãs Chromatogrph Bldg (BLCO-78_) Winn-Marion, Katherine Jane \Â/ilczek
918.877.6000 810 S. Cincinnati2nd Fl, Tulsa OK 74199
Gode Study by: Cadfish LLC 970.618.0230 cadcode@hotmail.com
This code study is based on the 2015 lnternational Building Code by ICC using Plan
Analyst. www. plananalvst.com' The followtng ıode analysis and conditions are based on the 2015 lnternational Building
Code and other appllcable Codes, including but not limited to the the lnternational Fire Code
2015, lnternational Fuel Gas Code 2015, the lnternational MechanicalCode 2015, the
lnternational Energy Conservation Gode 2009 and the current Edition of the National Electric
Code as adopted óy tne State of Colorado and regulations as adopted and amended by Garfield
County.
Any and all deviations from the original plans and specifications approved by the Building
Departmeni shall be submitted to the Building Department for approval prior to installation.
The purpose of this review is to provide for minimum protection of life, limb, health, property,
environment'and for the safety and welfare of the consumer and general public as regulated by the
201S lnternational Building Code and other applicable Codes, including but not limited to the the
lnternational Fire Code 20i5, lnternational FuelGas Code 2015, the lnternational MechanicalCode
20iS, the lnternational Energy Conservation Code 2015, the current Edition of the NationalElectric
Code, and, other applicable Codes and regulations as adopted and amended by Garfield County.
The Focus of this ieview and correction list is the life safety provisions of the 20l5lnternational
Building Code. Other referenced codes are only spot checked or reviewed by others.
These conditions are part of the Building Permit and shall be resolved prior to issuance of
a the Building Permit for the project.
The ãpproval of plans and specifications does not permit the violation of any section of
the tnternat¡o¡ìdl eu¡b¡ng Code(s) and other applicable Codes adopted and amended by Garfield
County, and, any applicable federal, state or local regulations'
NOTE:
OPEN HOLE $OILS REPORT IS REQUIRED AT FOOTING INSPEGTION.
ANY PROGESS MEP INSTALLATIONS ARE NOT REVIEWED OR INSPECTED BY THE
GARFIELD COUNTY AND ARE THE RESPONSIBILITY OF TI{E OWNER ANÞ
CONTRACTORS.
PROVIDE THE VENTILAÍION SYSTEM PLANS STAMPED A DESIGN PROFESSIONL
LICENSED IN THE STATE OF COLORADO FORAPPROVAL PRIOR TO INSTALLATION
COIT'IPLIANGE WITH THE THE LOCAL FIRE DISTRICT IS REQUIRED. SEE
ATTACHED
STORAGE OF HAZARDOUS MATERIALS SHALL BE PER 2OI5 IBG AND IFC
REQUIREMENTS.
ELECTRIGAL ROUGH IN INSPEGTION APPROVAL IS REQUIRED PRIOR TO
FRAMING INSPEGTION AND ELECTRICAL FINAL INSPECTION IS REQUIRED PRIOR TO
CERTIFICATE CIF OCCUPANCY BYTHE STATE ELECTRICAL ¡NSPECTOR.
THIS PROJECT SHALL BE CONSISTENT WTH AND GONFORM TO THE
APPL¡CABLE LAND DEVELOPMENT CODE PROVISIONS OF GARFIELD GOUNTY
BASIC BUILDING DESCRIPTION:
Type of Construction = VB
Building does not have an automatic sprinkler system
Allowable area and height based on different uses not being separated by fire barriers. Most
restrictive height and area used. (508.3.2)
ADDRESS IDENTIFICATION:
Buildings shall be provided with approved address identification. The address identif¡cation shall
be legible and placed in a position that is visible from the street or road fronting the property.
Characters shall beArabic numbers or alphabetical letters. Numbers shall not be spelled out.
Each character shall be not less thän 4 lnches hlgh and not lêss than 0.5 inch wide. They shall be
installed on a contrasting background. When required by the fire official, address numbers shall
be provided in additionalapproved locations. When access is by a private road and the building
address cannot be view from the public way, a monument, pole or other approved sign shall be
used to identiff the structure. (501.2)
SITE DESCRIPTION: (506.3.2 and202 FIRE SEPARATION
DTSTANCE)
The north side has a public way. Distance to public wey = 65.5 ,width = 20.0
Length of perimeter facing the public wây = 59.5 This side can be aceessed from a street or
approved fire lane.
The east side has a lot line. Dist¡ance to lot line = 65.0
Length of perimeter facing lot line = 50.0 This side is not accessible from a street or approved fire
lane.
The south side has a lot line. Distance to lot line = 31.0
Length of perimeter facing lot line = 59.5 This side is not accessible from a street or approved fire
lane.
The west side has a lot line. Distance to lot line = 33.0
Length of perimeter facing lot line = 50.0 This side is not accessible from a street or approved fire
lane.
Perimeter of the entire building = 219.0 feet.
Perimeter which fonts a public uray or eccessible open space = 59.5 feet.
Weighted average of the width of public way or accessible open space = 30.0 feet. (506.3.2)
Allowable area increased 2.'l7o/o due to frontagè. (506.3)
HE¡GI{T OF BUILDING:
Actual height of building = 32.00 ft Allowed building height = 40.00 ft The height is within the
allowed height. (5CI4.1 and Table 504.3)
BUILDING INTERIOR:
ALLOWABLE AREA AND HEIGHÎ
FL NAME OCC MAX FLR AREA ALLOVüED RATIO STATUS
F1 MainCompressorBldg Fl-
F'l- ControlBldg F1
Fl- InstAirBldg F1
F1 GasChromatograPhBldg F1
TOTAL FOR FLOOR
BUILDING TOTAL
t_
1
1
1
r424
140
240
1,4r
194 5
]-945
8684.36
8684.36
8684.36
8684.36
8684.36
8684.36
0.16 0K
o.02 0K
0.03 0K
0.02 0K
0.22 0Ko.22 0K
Notes:
Allowable area is based on Table 506.2 and Section 506.
Allowable number of stories is based on Table 504.4 and Section 504
Allowed area increased 2.2o/o for frontrage increase. (506.3)
EXIT REQUIREMENTS:
FL
NAME
OF
AREA
NUMB
OF
occ
MIN MIN CORR]DOR MAX
NUMB EXIT PANIC DOOR FTRE TRVL
EXIT IVDTH HDIVR Sü]NG RATTNG DISÎ NOTES
F1
F1
F1
F1
MainCompressorBldg 5
ControlBldg 1
InstAirBldg l-
GasChromatograPhBl 1
TOTAL 1SI FLOOR 8
N
N
N
N
N
200
200
200
200
200
1
1
1
1
1
no
no
no
no
no
9
2
2
2
any
any
any
any
any
/e
/a
/e
/e
/e 561.5
FOOTNOTES:
5. Number of exits from this floor is based on Section 1006'3'2
6. One exit is based on compliance with Section 1006.3.2 and Table 1006.3.2(2)
NOTES FOR EXIT TABLE:
Door swing is based on Section 1010.1.2
Occupant load is based on Section 1004 and Table 1Q04.1'2
Exitwidth is in inches and based on Sections 1005.3'1 and 1005.3.2
For the minimum width of stairways, see Section 1011.2.
Exits shall be continuous from the point of entry into the exit to the exit discharge. (1003.6)
DOOR SWING EXGEGPTIONS:
Exception 5: Revolving doors complying with Section 1010.1.4.1
Exception 6: Horizontalsliding doors complying with Section 1010.1.4.3
Exception 7: Power-operated doors complying with Section 10'lO-1-4-2
EXIT WDTH NOTES:
Exit width is in inches and based on Section 1005.2
W¡dth shown for all areas is based on other egress components. (1005.3.2)
\ fidth shown for 1st floor is based on other egress components. (1005.3.2)
Wdth shown for other floors & basements is based on stairways. (1005.3.1)
For the minimum width of doors, see Section 1010'1.1.
EGRESS CONTINUIW:
The path of egress travel along a means of egress shall not be interrupted by any building
element other than a means of egress component. (1003.6)
Multiple means of egress shall be szed such that the loss of any one meâns of egress shall not
reduce the available capacity by more than 50 percent. (1005.5)
TIJIEANS OF EGRESS ILLUMINATION:
1, The mean$ of egress, including the exit discharge, shall be illuminated at all timcs the building
space served by the means of egress is occupied. (1006.1)
2. The means of egress illumination shall not be less than 1 foot-candle at the walking surface
level, (1006.2)
See section 1006.3 for emergency power requirements.
ADDIT¡ONAL DOORS:
Where additional doors are provided for egress purposes, they shall conform to the requirements
in Section 1010. (1010.1)
LANDINGSAT DOORS:
1. There shall be a floor or landing on each side of a door. (1010.1.5)
2. Such floor or landing shall be at the same elevation on each side of the door. (1010.1.5)
3. The floor or landing shall not be more than 1/2 inch lower than the threshold. (1010.1 .7)
4. Landings shall have a width not less than the width of the stainray or width of the doorway,
whichever is the greater.
\Mrere a landing serves an occupant load of 50 or more, doors in any position shall not reduce
the landing dimension to less than one half of the required width. The minimum length in the
direction of exit travel is 44 inches. (1 010.1 .6)
5. The space between two doors in series shal! be 48 inches plus the width of door swinging into
the space. (1010.1.8)
BOLT LOCKS:
Manually operated flush bolts and surface bolts are not permitted. (1010.1.9.4)
Exception 3: lMrere a pair of doors serves an occupant load of less than 50, manually operated
edge- or surface-mounted bolts are permitted on the inactive leaf. The inactive leaf shall contain
no doorknobs, panic bars or similar operating hardware.
Exception 2: Where a pair of doors serves a storage or equipment room, manually operated
edge- or surfiace-mounted bolts are permitted on the inactive leaf.
The unlatching of any door or leaf shall not require more than one operation. (1010.1.9,5)
Exception 2: \Â/here manually operated bolt locks are permitted.
Exception 3: Doors with automatic flush bolts as permitted.
LOCKSAND LATGHES:
Egress doors shall be readily openable from the egress sicie wiihout the use of a key or any
special knowledge or effort. (1010.1.9)
Locks and latches shall be permitted to prevent operation where any of the following exists:
/.1fl4rl 4 0 e\\ ¡v rv. ¡.v.9,/
2. The main door or doors in Group B, F, M and S areas are permitted to be equipped with key
operating locking devices from the egress side provided:
2.1 The lecking device is readily distinguishable as locked.
2.2 A readily visible durable sign is posted on the egress
side stating: THIS DOOR TO REMA¡N UNLOCKED WHEN BUILDING lS OCCUPIED
3. \Álhere ãgrass doors are used in pairs, automatic flush bolts shall be permitted to be used,
provided the door leaf having the automatic flush bolts has no doorknob or surface-mounted
hardware.
5. Fire doors after the minimum elevated temperature has disabled the unlatching mechanism.
DELAYED EGRESS LOCK REQU¡REMENTS:
1. The delay electronics shall deactivate upon loss of power controlling the lock. (1010.1 .9.7 #2)
2. The delay system shall have the capability of being deactivated at the fire command center or
other approved location. (1010.1 .9.7 #3)
3. A building occupant shall not be required to pass through more than one door equipped with a
delay egress lock before entering an exit. (1010.1.9'7 #5).
4. A's¡gñ shall be provided on the door located above and within 12 inches of the release device
reading: PUSH UNTILALARM SOUNDS. DOOR CAN BE OPENED lN 15 SECONDS.
(1010.1.9.7 #6.1)
à. Emergency lighting shall be provided at the door- (1010.1 '9.7 #7)
Note: Bu-ildini¡ must have an automatic sprinkfer system or an approved automatic smoke or heat
detection system. (1 01 0. 1.9.7)
The delay électronics shall deactivate upon actuation of the automatic fire detection system.
(1010.1 .9.7 #1)
ELECTROMAGNETICALLY LOCKED EGRESS DOORS:
This type of lock is not permitted in this use group. (1010.1 .9'9)
RAMP REQUIREMENTS:
1. The minimum width is 44 inches. lf a ramp serves an occupant load of 50 or less, it may be 36
inches wide. lf the ramp is serving a high occupant load, check exit table above for required
width. (1012.5.1& Table 1020.21
2. tf the ramp is part of the means of egress, the maximum slope is 1 : 12. All other ramps may
have a slope of 1:8 or less. (1012.2)
3. The rise for any ramp shall be 30 inches maximum. (1012-4)
4. Landings shall be provided at the top, bottom, points of turning and at doors. (1012.6) Landings
shall have a length of at least 60 inches in the direction of travel. (1012.6.3)
Exception 2: WhLre the ramp is not part of accessible route, the length is not required to be more
than 48 inches.
5. Where changes in direction of travel occur at landings, the landing shall be 60 inches by 60
inches minimum. (1012.6.4)
6. The surface shall of slip-resistant materials that are securely attached. (1012.7.1)
7. Handrails shall be per Section 1014. (1012.8) See handrail requirements in stair requirements.
L A curb, rail, wall or barrier shall be provided that prevents the passage of a 4-inch diameter
sphere, where any portion of the sphere is within 4 inches of the floor or ground surface.
(1012.10.1)
g. fne flooi or ground surface of the ramp run or landing shall extend 12 inches minimum beyond
the inside face of a handrail. (1012.10.2)
BUTLDTNG ACCESSIBILITY (NOT REQUIRED)
See Project Design Professional Response to Plan Review Comments List
FIRE-RESISTANCE REQUIREMENTS:
FIRE.RESISTANCE RATING FOR EXTERIOR WALLS:
North Side:
Group Fl - Bearing walls = O-hr Nonbearing walls = 0-hr rating on the inside. (705.5, Tables 601
& 602)
Parapet not required. (705.11, Exception 3)
Projections extending beyond the exterior wall cannot extend closer than 40 inches to the fire
separation distance line. (Table 705.2)
No limit on unprotected openings. There is no limit on protected openings. (Table 705.8)
Combustible piojections extending within 5 feet of the line used to determine the fire separation
distance or located where openings are not permitted or where protection of openings are
required shall be of at least 1-hour fire-resistive-rated construction, Type lV or fire-retardant-
treated wood. (705.2.3)
East Side:
Group Fl - Bearing walls = 0-hr Nonbearing walls = O-hr rating on the inside. (705.5, Tables 601
& 602)
Parapet not required. (705,11, Except¡on 3)
Prdections extending beyond the exterior wall cannot extend closer than 40 inches to the fire
scparution distancc linc. (Table 705,2)
No limit on unprotected openings. There is no limit on protected openings. (Table 705.8)
Combustible projections extending within 5 feet of the llne used to determine the fire separation
distance or located where openlngs are not permltted or where protection of openings are
required shall be of at least 1-hour fire-resistive-rated construction, Type lV or fire-retardant-
treated wood. (705,2.3)
South Side:
Group Fl - Bearing walls = O-hr Nonbearing walls = 0-hr rating on the inside. (705.5, Tables 601
& 602)
Parapet not required. (705.11, Exception 3)
Projections extending beyond the exterior wall cannot extend closer than 40 inches to the fire
separation distance line. (Table 705.2)
No limit on unprotected openings. There is no limit on protected openings. (Table 705.8)
Combustible projections extending within 5 feet of the line used to determine the fire separation
distance or located where openings are not permitted orwhere protection of openings are
required shall be of at least 1-hour fire-resistive-rated construction, Type lV or fire-retardant-
treated wood. (705.2.3)
West Side:
Group Fî - Bearing walls = O-hr Nonbearing walls = O-hr rating on the inside. (705.5, Tables 601
& 602)
Parapet not required. (705.11, Exception 3)
Projections extending beyond the exterior wall cannot extend closer than 4û inches to the fire
separation distance line. (Table 705.2')
No limit on unprotected openings. There is no limit on protected openings. (Table 705.8)
Combustible projections extending within 5 feet of the line used to determine the fire separation
distance or located where openings are not permitted or where protection of openings are
required shall be of at least 1-hour fire-resistive-rated construction, Type lV or fire-retardant-
keated wood. (705.2.3)
FIRE-RES¡STANCE RATING REQUIREilIENTS:(Tab|e 601 except as noted)
Exteriorwalls. Minimum fire resistance rating = FIRE-RESISTANCE RATING FOR EXTERIOR
WALLS above
Primary structural frame may be of any material. Minimum fire resistance rating = 0 hour
lnterior bearing wall may be of any material. Minimum fire resistance rating = 0 hour
lnterior nonbearing wall may be of any material. Minimum fire resistance rating = 0 hour
Floor/ceiling assembly may be of any material. Minimum fire resistance rating = 0 hour
Roof/ceiling assembly may be of any material. Minimum fire resistance rating = 0 hour
Stairs may be of any material. Minimurn fire resistance rating = 0 hour
II'ARKING AND IDENTIFIGATION :
Fire walls, fire barriers, fire partitions, smûke barriers and srnoke partitions or any other wall
required to have protected openings or penetrations shall be effectively and permanently
identified. (703.7)
ldentification shall be located in accessible concealed floor, floor-ceiling or attic spaces;
Be located within 15 feet of the end of each wall and at intervals not exceeding 30 feet; and
Suggested wording: 'FIRE AND/OR SMOKE BARRIER - PROTECTALL OPENINGS'
FIRE PARTITIONS:
The following wall assemblies shall comply. (708.1)
Fire partitions shall have a fire-resistance rating of not less than 1-hour. (708.3)
See exceptions.
Fire partitions shall extend from the top of the foundation or floor/ceiling assembly below to the
underside of the floor or roof sheathing, slab or deck above or to the fire-resistive-rated
floor/ceiling or roof/ceiling assembly above. (708.4)
The supporting construction shall be protected to afford the required fire-resistance rating of the
wall supported, except for tenant and sleeping unit separation wall and corridor walls.
See exceptions.
A 1-hour fire-resistive rating is required for smoke barriers' (709.3)
Smoke barriers shall form an effective membrane continuous from outside wall to outside wall
and from the top of the foundation or floor/ceiling assembly below to the underside of the floor or
roof sheathing, deck or slab above, including continuity through concealed spaces. (710.4)
See Section 710.5for opening requirements.
PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES:
WALLS ASSEIIIBLIES:
Penetrations of walls shall comply Section 714.3.1'1 or 714-3.1 -2'
FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES:
Penetrations of floor/ceiling and roof/ceiling assemblies shall comply Section 714.4.1.1 or
714.4.1.2.
DUCTS AND AIR TRANSFER OPENINGS:
\Mrere required. (717.5), Fire walls (717.5.1), Fire barriers (717.5.2), Shaft enclosures (717.5.3),
Fire partitions (717.5.4) and Smoke barriers (717 '5.5)
REQUIRED SEPARATION OF OGCUPANCIES: (508.4.4 & Table
508.4)
Uses are not separated by fire barriers. The construction of the building is based on the most
restrictive use. (508.3.3)
SEPARATION OF INCIDENTAL USE AREAS: (Table 509)
Furnace rooms where any piece of equipment is over 400,000 BTU per hour input = t hour
Rooms with any boiler over 15 psi and 10 horsepower = t hour
Refrigerant machinery rooms = t hour
Hydrogen cut-off rooms not classified as Group H = t hour
lncinerator rooms = 2 hours and an automatic sprinkler system is required
Paint shops not classified as Group H = 2 hours
Stationary storage battery systems having a liquid capacity of more than 50 gallons of flooded
lead-acid, nickel cadmium or VRLA or more than 1,000 pounds for lithium-ion and lithium medal
polymer used for facility standby power, emergency power or uninterrupted power supplies = 1
hour
SMOKE AND HEAT REMOVAL:
Areas containing high piled combustible combustible storage require smoke and heat removal
when required by Table 3206.2 of the lFC. Design to comply with Section 910.3.
ROOFING REQUIREMENTS:
1. The roofing on this building is required to be Class C or better. (Table 1505.1)
Roofing may be of No. 1 cedar or redwood shakes and No. 1 shingles. (Exception c)
ROOF DR^AINAGE:
\Mlere the exterior wall construction extends above the roof in such a manner that water will be
entrapped if the primary drains allow build up for any reason,secondary (emergency overflow)
roof drains or scuppers shall be provided. (1503.4.1)
1. Secondary drains or scuppers shall be located and sized to prevent the weight ponding water
from exceeding the design load of the roof.
2. See section 1611.1for design load requiremênts.
3. Scuppers shall not have an opening dimension of less than 4 inches. (1503.4.2
4. See sections 1106 and 1108 of the Plumbing code for design requirements.
DRAFT$TOPPING:
lf there ls combust¡blê constructlon ln the roof/celllng essèmbly, draftstopping shall be installed so
that the area of concealed space does not exceed 3,000 square feet. (718.4.3)
Opening in the partitions shallbe protected by self-closing doors with automatic latches
constructed ae required forthe partitions. (718.4.1.1)
AUTOMATIC SPRINKLER SYSTEMS:
lf openings are not provided in each 50 feet on at least one exterior wall or there is floor area
more than 75 feet from an exterior opening, an automatic sprinkler system is required. Openings
shall have a minimum dimension of 30 inches. There must be at least 20 sq.ft. of opening in
every 50 lineal feet of wall or fraction thereof. The height of the bottom of the opening shall not
exceed 44 inches measured from the floor. (903.2.11.1)
FIRE PUMPS:
\Â/hen provided, fire pumps shall be located in rooms that are separated from all other areas by 2-
hour fire barrier construction. (913.2.1)
PORTABLE FIRE EXTINGUISHERS:
Portable fire extinguishers are required. (906.1)
See Section 906.1 and Table 906.1 for location requirements
See Section 906.3 for size and distribution requirements.
See Fire Marshall Requirements
STANDPIPE AND HOSE SYSTEMS:
A standpipe system is not required. (905)
SMOKE AND HEAT REMOVAL:
Areas containing high piled combustible combustible storage require smoke and heat removal
when required by Table 32062 of the lFC. Design to comply with Section 910.3.
ACCESSTBLË FACTLTTTES(NOT REQUTRED)
Scc Proicct Dccign Proûagsional Rcrponsc to Plan Review Gomments List
L¡GHT AND VENTILATION:
1. Every space intended for human occupancy shall be provided with natural light by means of
exterior glazed openings or shal! be provided with artificial light. (1205.1)
2. Buildings shall be provided with natural ventilation or mechanical ventilation per the
lnternational Mechanical Code. (1203.1)
3. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically
ventilated. (1 203.tt.2. 1 )
GLAZING REQUIREMENTS:
Allglazing in hazardous locations is required to be of safety glazing material. (2406.1)
See Section 2406.4 for locations.
WALL AND CEILING FINISHËS:
1 . \ rall and ceiling finish materials are required to comply with Sec. 803.I i and Table 803. 1 1 .
2. Textile wall and ceiling coverings shall have ClaEs A flame spread index and shall be protected
by automatic sprinklers or meet the criteria in Section 803.5, 803.6.
3. Expanded vinylwall coverings shallcomply with the requirements for textile walland ceiling
materials. (803.7)
4. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto
the walls at least 4 inches. (1210.2.1
5. Walls within 2 feet of urinals and water closets shall have a smooth, hard nonabsorbent
surfiace, to a height of 4 feet above the floor. ('1210.2-2')
CEILING HEIGHTS:
Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7
feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be
permitted to have a ceiling height of not less than 7 feet. (1208.2)
INSULATION NOTES:
1. lnsulating materials shall have a flame-spread rating of no more than 25 and a smoke
developed index of not more than 450. (720.2) 'concealed installation'and Sec. 720.3'exposed
installation'
2. V1/here such materials are installed in concealed spaces, the flame spread and smoke
developed limitations do not apply to facings, coverings and layers of reflective foil that are
installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor
finish, (720.2.1)
GENERAL CONDITIONS
G-1 Obtain all Town, State and other required licenses and permits and provide
documentation to the Garfield County as required by the Building Department prior to
issuance of the Certificate of Occupancy.
G-7 The approved plans and the Building Permit are to be kept on the site during
construction. The approved plans must be available for reference during inspections.
G-11 Protection of pedestrians during construction or demolition should be provided in
accordance with the ¡BC 2015.
G-14
G-15
STORMWATER
StWtR-t Prior to construction , provide a copy of the storm-water discharge permit to the
community development department for approval as required by the Building Department.
ELECTRIC
E-3 Contact State Electrical lnspector for requirements for an electrical permit,
inspections, and approvals.
WATER
w-1
Applicant should be aware that use of or move into the area or building being
constructed or remodeled before a Certificate of Occupancy or Temporary Certificate of
Occupancy is prohibited by Garfield County Ordinance.
Building permits issued by Garfield County Building Department expire per the
Building Code as amended by Garfield Coun$.
Coordinate all water and sewer extensions, connections, abandonmenfs, pressure
tests and sterilization of water lines with the Water / Waste-water providers, prior to
construction of this phase as necessary.
It is the contractor's responsibili$ to provide and maintain temporary water meter forw-3
water usage during constructiôn if applicable.
EA'G'A'EER'A'G
N-4 Coordinate all work done in Garfield County R.O.W.'s with the Garfield County
Communig Development Department and Sheriff Department prior to work in this area.
N-5 Any encroachments into the Garfield County R.O.W. must havo approval from the
Garfield County Community Devslopment Department
N-8 The Developer shall repair and repave all streets and roads damaged by the
installation of improvements or utilities.
N-13 An improvement location certificate may be required ciemonstrating zoning regulation
compliance for building location at time of request for a C.O. Veriff requirement with Communi$
Development Department.
DEPARTMENT OF EMERGENCY SERVICES
cessaryforcompliancewiththelnternationalFire
Code 2015 as adopted by Garfield County.
F-Z lf applicable, the Local Fire District shall approve the plans of of the fire suppression
system, alarm system, and fire extinguisher locations prior to installation, and other
pertinent IFC requirements. Fire District inspection and approvals of these systems and
a final report of approval is required
L-1 Obtain approval from the Police i Sheiiff Department and Department of Emergency
Services prior to closing any portions of streets, alleys and/or sidewalks.
srrE
s-2
s-3
S4
s-5
s-6
lf the project is abandoned or stopped for any reason, the owner shall be responsible
for grading and re-vegetation of the site within a time period specified by the County.
It shall be the developer's responsibility to provide for dust control on the site during
construction.
Notiff all utilities for line locations and approval prior to beginning any excavation on
site. (Electric, WaterMaste-water, NaturalGas Provide¡ Telephone, Cable, etc')
it is the Developels responsibility to control mud flows and dirt from entering the
public right-of-ways from the site. Clean-up in the right-of-way must be achieved by the
developer in a manner other than water wash down into the storm sewers.
The owner and contractor shall be responsible to control all trash, garbage, dirt,
construction debris and noise as regulated by Garfield Gounty Code.
S-12 Provide the Garfreld County Ëuilding Department with fleld verlflcation of soil conditions
after excavations have been made.
S-17 Provide pedestrian protection as required
S-20 Any retaining wall on the site which exceeds 4' in height shall be engineered by a
Colorado licensed P.E.
Projections beyond the property line of the building site should comply with the
requirements of Chapter 32.
s-24
ACCESSIBILIIy NOT REQUIRED FOR THt9 PROJEçT)
ffi occupancies shallbe accessible.
Such areas or facilities include but are not limited to:
a. doors.
b. stairways.
c. elevators.
d. platform lifts.
e. egress or areas of refuge.
f. bathing and toilet facilities.
g. drinking fountains and water coolers.
h. telephones.
i. seating, tables and service counters.
j. alarms.
Elevatorsffivators shall comply with Ch. 30, state and federal regulations, and other applicable
codes and regulations. Provide verification of approval by all required inspection agencies to the
Building department for approval.
Foundations
FDN '-1 Foundations shall comply with with Ch. 18 & 19 IBC 2015 and architeclengineer plans.
FN-2 lf required, foundation drains shall be installed per the approved engineered. plans around
concrete and masonry foundations that retain earth and enclose habitable or useable space as
required by the soils and engineered plans. The design and installation shall be approved by the
project soils or structural engineer.
FN-3 Foundation systems shall extend below the frost line as adopted by Garfield County.
FN-4 lf drilled piers are installed, a representative of the soils engineer shall observe all pier
drilling as specified in the soils report for the site to be built on. The soils engineer shall provide a
repori-to the Building Department that the pier drilling, reinforcement and concrete placement in
thà piers has been completed per the engineer specifications and approved by the soils engineer.
(R401.4)
Concrete Constructíon
Conc-'1 Concrete construction shallcomply with with Ch. 19 IBC 2015 and the
architeclengineer Plans Plans'
Masonru Construction
@structionshallcomplywithwithch.21lBc2015andthe
architecUengineer Plans Plans
Súeel
sT-1 Steel and metal stud construction shall comply with with Ch.22 IBC 2015 and the
architeclengineer plans.
Wood Framins*¡-l m construction shallcomply with Ch. 23 IBC 2015 and the architect/engineer
plans.
Manufacturer's lnstallation lnstructions
ffiinstallationinstructions,asrequiredbythiscode,shallbeavailableon
the job site at the time of inspection
INTERNATIONAL PLUMHNG E MECHANICAL CODES
L-2 Plumblng and mechanlcf,l must comply wlth the 2015 lnternatlonal Plu¡nb¡ng Oodê
(lPC) and the 2015 lnternational Mechanical Cocle (lMC)
M-1 Gas furnace, or boiler and water heater, exhaust fans and other mechanical
equipment shallcomply with the lPC, ¡FGC and the IMC 2015. (i.e., combustion air,
installation, clearances, access, venting, gas line sizing and installation, etc.) and
engineered stamped plans.
INTERNATIONAL EN ERGY CONSERUATION CODE
EN-1 This Building shallcomply with the lntemational Energy Conseruation Code 2009 as
adopted by Garfield County. Verification of by a registered design professional is
required at time of CO.
,/vsPEcrto,lrs
rNsP-1 Work shall not be covered untilapplicable inspections are requested, performed, and
approved. Contact Garfield Coung a minimum of 24 hours prlor to the date and time
you would like your inspection. Thank you for your cooperation with inspection
scheduling.
INSP-2 Provide Special inspections per Ch. 17 IBC 2015.