HomeMy WebLinkAboutCode Analysis and Conditions of PermitGarfield County Building Department
108 8th Street Suite 401
Glenwood Springs, CO, 81601
970-9458212
IBC 2Ol5 Gode Analysis and Conditions of Permit
Date: Friday, 30 Sept 2022
Project Description: Xcel Rifle Station Recommissioning Project
BLCO-7799 Prefabricated Control Building
BLCO-7800 Prefabricated Main Compressor Bui ld ing
BLCO-780 1 Prefabricated I nstrument Air Bu ild ing
BLCO-78- Prefabricated Gas Chromatograph Bu ild i ng
project Location: 770 CR 264 Rifle CO 81650 Public Service Co. of Colorado, Cheryl
Diedrich 1123 W. 23rd Ave Denver CO 80223
Owner: Public Service Company of Colorado, Cheryl Diedrích 303.571.3116
cheryl.diedrich@excelenrgy.com 1123 W. 3rd Ave Denver CO 80223
Conätruction by: Mears-Group, lnc., Mike Denison 2595 Rocky Mtn. Ave # 270 Loveland CO
80538
Architect: None
Engineer:
Control Building, lnstrumentAir Bldg(BLCO-7799,7801) - Wood Group USA Fabrication,
Jackson Robert Emnot720.420.8328 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
ayou ssef@siscorpstructu res. com-
Gas Chromatogrph Bldg (BLCO-78J \Mnn-Marion, Katherine Jane \Mlczek
918.877.6000 810 S. Cincinnati2nd Fl, Tulsa OK 74199
Code 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. plananalYst.com-
The following code analysis and conditions are based on the 2015 lnternational Building
Code and other applicable Codes, including but not limited to the the lnternational Fire Code
2015, lnternational Fuel Gas Code 2015, the lnternational Mechanical Code 2015, the
lnternational Energy Conservation Code 2009 and the current Edition of the National Electric
Code as adopted by the State of Golorado and regulations as adopted and amended by Garfield
County.
Any and all deviations from the original plans and specifications approved by the Building
Department 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
2015 lnternational Building Code and other applicable Codes, including but not limited to the the
lnternational Fire Code 2015, lnternational Fuel Gas Code 2015, the lnternational Mechanical Code
201S, the lnternational Energy Conservation Code 2015, the current Edition of the National Electric
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 2015 lnternational
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 ápproval of plans and specifications does not permit the violation of any section of
the lnternational Building Code(s) and other applicable Codes adopted and amended by Garfield
County, and, any applicable federal, state or local regulations'
NOTE:
_ OPEN HOLE $OILS REPORT 18 REQUIRED AT FOOTING IN$PECTION.
ANY PROCESS MEP INSTALLATIONS ARE NOT REVIEWED OR INSPECTED BY THE
GARFIELD CTUNTY AND ARE THE RESPONS¡BILITY OF THE OWNER AND
CONTRACTORS.
PROVIDE THE VENTILATION SYSTEM PLANS STAMPED A DESIGN PROFESSIONL
LICENSED IN THE STATE OF COLORADO FOR APPROVAL PRIOR TO INSTALLATION_ COMPLIANCE WITH THE THE LOCAL FIRE DISTRICT IS REQUIRED. SEE
ATTACHED
STORAGE OF HAZARDOUS MATERIALS SHALL BE PER 2O{5 IBC AND IFG
REQUIREMENTS.
ELECTRIGAL ROUGH IN ¡NSPECTION APPROVAL IS REQUIRED PRIOR TO
FRAMING INSPECTION AND ELECTRICAL FINAL INSPECTTON IS REQUIRED PRIOR TO
CERTIFICATE OF OCCUPANGY BY THE STATE ELECTRICAL INSPECTOR.
THIS PROJECT SHALL BE CONS¡STENT wlTH AND CONFORM TO THE
APPL¡CABLE LAND DEVELOPMENT CODE PROVISIONS OF GARFIELD COUNTY
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 identification shall
ba 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 than 4 inches hlgh and not less than 0.5 inch wide. They shall be
installed on a contrasting background. Wren required by the fire official, address numbers shall
be provided in additional approved locations. \Mren 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 and 2O2 FIRE SEPARATION
DTSTANCE)
The north side has a public way. Distance to public way = 65.5 ,width = 20.0
Length of pcrimctcr facing the public wây = 59.5 This sidc can be accessed from e street or
approved fire lane.
The east side has a lot line. Distance 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
t-- -tailg.
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 fronts a public way or accessible open space = 59.5 feet.
Weighted average of the width of public way or accessible open space = 30.0 feet. (506.3.2)
Allowable areã increased 2.17o/o due to frontage. (506.3)
HE¡GHTOF BUILDING:
Aotual helght of bulldlng = 32.00 ft Allowed building hêlght = 40.00 ft The helght is within the
allowed height. (504.f and Table 504.3)
BUILDING INTERIOR:
ALLOWABLE AREA AND HEIGHÏ
FL NAME OCC MAX FLR AREA AILOI/üED Rå.TIO STATUS
F1 MainCompressorBldg F1
F1 ControlBldg F1
Fl- InstAirBldg F1
F1 GasChromatograPhBldg F1-
TOTAL FOR FLOOR
BUTLDING TOTAL
EXIT REQUIREMENTS:
NAME NUMB
OF OF
FL AREA OCC
L
1
1
1
r424
140
240
t_ 41
194 5
r-945
8684.36
8684.36
8684.36
8684.36
8684.36
8684.36
0.16 0K
0.02 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 2.2Yo for frontrage increase. (506'3)
MTN MTN CORRÏDOR MAX
NUMB EXTÎ PANTC DOOR FIRE TRVL
EXIT VIDTH HDVüR SVüNG RATING DÏST NOTES
FL
Fl_
Fl_
F1
MainCompressorBldg 5
ControlBldg 1
InstAirBldg 1
GasChromatographBl 1
TOTAL 1st FLOOR I
1
1
1
1
1
.9
.¿
-z
.2
1.5
no
no
no
no
no
any
any
any
any
any
N/A
N/A
N/A
N/A
N/A
200
200
200
200
200 56
FOOTNOTES:
5. Number of exits from this floor is based on Section 1006.3.2
6. One exit is based on compliance wíth Section 1006.3.2 and Table 1006.3.2(2)
NOTES FOR EXITTABLE:
Door swing is based on Section 1010J.2
Occupant load is based on Section 1004 and Table 1004.1'2
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 EXGECPTIONS:
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 1010'1'4'2
EXIT WDTH NOTES:
Exit width is in inches and based on Section 1005.2
Wdth shown for all areas is based on other egress components. (1005.3.2)
Wdth shown for 1st floor is based on other egress components' (1005.3'2)
W¡dth shown for other floors & basements is based on stairways. (1005.3.1)
For the minimum width of doors, see Section 1010'1.1.
EGRESS CONTINUITY:
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)
Multlple means of egress shall be sized such that the loss of any one means of egress shall not
reduce the available capaci$ by môrê than 50 percent, (1005.5)
MEANS OF EGRESS ILLUMINATION:
1. The means of egress, including the exit discharge, shall be illuminated at all times the building
späce served by the means of egress is occupied. (1006.1)
Z. me 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.
ADDITIONAL DOORS:
Where additionaldoors 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. (1 01 0. 1 .7)
4. Landings shall have a width not less than the width of the stairway 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 exittravel is 44 inches. (1010.1,6)
5. The space between two doors in series shall be 48 lnches plus the width of door swinging into
the space. (1010.1.8)
BOLT LOGKS:
Manually operated flush bolts and surface bolts are not permitted. (1010'1.9.4)
Exception 3: \Mrere 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 surface-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: \Ä/here manually operated bolt locks are permitted.
Exception 3: Doors with automatic flush bolts as permitted.
LOCKSAND I.ATGHES:
Egress doors shall be readiiy openable from the egress side wiihout the use of a key or any
special knowledge or effort. (1010.1.9)
Locks and latehes shall be permitted to prevent operation where any of the following exists:
/4ñ4n { O 1\\ rw ¡v. r.v.9,
2. The main door or doors in Group B, F, M and S areas are perrnitted to be equipped with key
operating locking devices from the egress side provided:
2.1 The locking device is readily distinguishable as locked.
2.2 Areadily visible durable sign is posted on the egress
side stating: THIS DOOR TO REMAIN UNLOGKED WHEN BUILDING lS OCCUPIED
3. \Mere ãgress 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.
DE¡.AYED EGRESS LOCK REQUIREMENTS:
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 bui6ing 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. Aê¡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 líghting shall be provided at the door' (1010.1 .9'7 #7)
¡lote: guildin! must have an automatic sprinkler system or an approved automatic smoke or heat
detection system. (1 01 0. 1.9.7)
The delay electronics shall deactivate upon actuation of the automatic fire detection system.
(1010.1 .9.7 #1)
ELEGTROMAGNETICALLY LOCKED EGRESS DOORS:
This type of lock is not permitted in this use group. (1 010.1 .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 1020.2)
2. lf 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 aldoors. (1012.6) Landings
shall havé a length of at least 60 inches in the direction of travel. (1012.6.3)
Exception 2: Where 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. (1 0'12.6.4)
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.
B. 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)
Ò. 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)
BUTLD|NG ACCESSIBILITY (NOT REQU¡RED)
See Project Design Professional Response to Plan Review Comments List
FIRE.RESISTANCE REQUI REMENTS:
F¡RE-RESISTANCE RATING FOR EXTERIOR WALLS:
North Side:
Group Fl - 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 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 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 = 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 40 inches to thê f¡re
scparation distsncc 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 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-
t¡'eated 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)
Gombustible 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-
treated wood. (705.2.3)
West Side:
Group Fl - Bearing walls = 0-hr Nonbearing walls = O-hr rating on the inside. (705.5, Tables 601
e_ Ant\
Parapet not required. (705.11, Exception 3)
Projections extending beyond the exterior wail cannot extend cioser 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-
treated wood. (705.2.3)
F¡RE-RESISTANGE RATING REQUIREilIENTS:(TabIo 601 except as noted)
Exteriorwalls. Minimum fire resistance rating = FIRE-RES¡STANCE 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 mate¡'ial. Minimurn fire resistance rating = 0 hour
MARK¡NG AND IDENTIFIGATION :
Fire walls, fire barriers, fire partitions, srnoke barriers and smoke 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 spaees;
Be located within 15 feet of the end of each wall and at intervals not exceeding 30 feet; and
Suggested wording: 'FIREANÞ/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)
$ee 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 sqpporting 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 shallform 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 ASSEIIBLIES:
Penetrations of walls shall comply Section 714.3.1.1 or 714.3.1.2.
FLOOR/GEILING AND ROOF/CE¡LING ASSEMBLIES:
Penetrations of floor/ceiling and roof/ceiling assemblies shallcomply Section 714.4.1.1 or
714.4.1.2.
DUCTS AND AIR TRANSFER OPENINGS:
Whererequired. (717.5), Firewalls (717.5.1), Firebarriers (717.5.2), Shaftenclosures(717.5.3),
Fire partitions (717.5.4) and Smoke barriers (717.5.5)
REQUIRED SEPARATION OF OCCUPANCIES: (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)
SEPARAT¡ON 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 mere 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 32062 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 DRAINAGE:
\Mrere 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 requiremènts.
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 deslgn requlrements.
DRAFTSTOPPING:
lf there ls combustlble constructlon ln the rooflcelllng assembly, 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 shall be protected by self-closing doors with automatic latches
oonstruoted as required for the 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:
lll/tren 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 Requirernents
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 3206.2 of the lFC. Design to comply with Section 910.3.
ACCESSTBLË FACTLTilES(NOT REQUTRED)
See Proiect Deeign Professional Response to Plan Review Comments Lict
LIGHT AND VENTILATION:
1. Every space intended for human occupancy shall be provided with natural light by means of
exterior glazed openings or shall be provided with artificial light. (1205.1)
2. Buildings shal! be provided with natura! 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. (1 203.5.2. 1 )
GLAZ¡NG REQUIREMENTS:
All glazing in hazardous locations is required to be of safety glazing material. (2406J)
See Section 2406/. for locations.
WALL AND CEILING FINISHES:
1 . Wall and ceiling finish materials are required to comply with Sec. 803.'l 1 anci Table 803. i 1 .
2. Textile wall and ceiling coverings shall have Class 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
surface, 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)
INSULAT¡ON 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 ínstallation'and Sec. 720.3'exposed
installation'
2. \Â/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 IBC 2015.
G-14 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.
G-15 Building permits issued by Garfield County Building Department expire per the
Building Code as amended by Garfield County.
STORMWATER
STWTR-1 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 Coordinate all water and sewer extensions, connections, abandonment's, 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 responsibility to provide and maintain temporary water meter forw-3
watar usage during constructiort if applicable.
EVOTwESR iT€
N-4 Coordinate all work done in Garfield County
Community Development Department and Sheriff
R.O.W.'s with the Garfield GountY
Department prior to work in this area'
S'TE
s-2
s-3
N-5 Any encroachments into the Garfielcl County R.O.W must havc approval from the
Garfield Coun$ Gommuni$ Development 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 demonstrating zoning^regulation
compliance for buibing location at time of requesi for a C-O. Veriff requirement with Community
Development Department.
DEPARTIII ENT OF EM ERGENCY SERVICES
cessaryforcompliancewiththelnternationalFire
Code 2015 as adopted by Garfield County.
F-2 lf applicable, the Local Fire District shall approve the plans of of the fire suppressìon
systém, alarm system, and fire extinguisher locations prior to installation, and other
pêrtinent IFC requirements. Fire Distriót inspection and approvals of these systems and
a final report of approval is required
L-i Obtain approvalfrom the Police / Sheriff Department and Department of Emergency
Services prior to closing any portions of streets, alleys and/or sidewalks.
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.
S-4 Notiff all utilities for line locations and approval prior to beginning any excavation on
site. (Electric, WaterMaste-water, NaturalGas Provider, Telephone, Cable, etc.)
S-5 it is the Developer's responsibiiity to controi 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.
5-6 The owner and contractor shall be responsible to control all trash, garbage, dirt,
construction debris and noise as regulated by Garfield County Code.
S-12 Provide the Garfreld County Building Department with fleld verlflcåtion 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.
Projêctions beyond the property line of the building site should comply with the
requirements of Chapter 32.
s-24
ACCESSIBILITY NoT REQU//RED FOR.T|!!S PROJEçT
Pancies shall be 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 shallcomply with Ch. 30, state and federal regulations, and other applicable
codes and regulations. Proúide verification of approval by all required inspection agencies to the
Building department for approval.
Foundations
FDN-1 Foundations shallcomply with with Ch. 18 & 19 IBC 2015 and architecUengineer 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 ánd 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 specìfied in the soils report for the site to be built on. The soils engineer shall provide a
r"pori'to tné euiUing Department that the pier drilling, reinforcement and concrete placement in
thä piers has been Completed per the engineer specifications and approved by the soils engineer.
(R401.4)
Concrete ConstructÍonffistructionshallcomp|ywithwithch.19lBc2015andthe
architecVengineer Plans Plans.
Masonru Construction
ffistructionshallcomplywithwithch.21lBc2015andthe
architecUengineer Plans Plans
Súeel
sT-1 Steel and metal stud construction shall comply with with Ch.22 IBC 2015 and the
architecUengineer Plans.
Wood Framins
ffi¡constructionshallcomplywithCh.23lBc2015andthearchitecUengineer
plans.
Manufacturer's lnstallation lnstructi.onp
instructions,asrequiredbythiscode,shallbeavailableon
the job site at the time of inspection
INTERNATIONAL PLUMBING & ÛíECHANICAL CADES
L-2 Plumbing and mechanical muçt comply with the 2015 lnternational Plumbing Code
(lPC) and the 2015 lnternational MechanicalCode (lMC)
M-1 Gas furnace, or boiler and water heater, exhaust fans and other mechanical
equipment shallcomply with the lPC, IFGC and the ¡MC 2015. (i.e., combustion air,
installation, clearances, access, venting, gas llne sizing and installation, etc.) and
engineered stamped plans.
I NTERN ATIONAL EN ERGY CON SERUATION CODE
EN-1 This Building shallcomply with the lntemational Energy Conseruation Coda 2009 as
adopted by Garfield Gounty. Verification of by a registered design professional is
required at t¡me of CO.
,¡vsPEcrrorvs
INSP-1 Work shall not be covered untilapplicable inspections are requested, performed, and
approved. Contact Garfield County a minimum of 24 hours prior 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 )BC 2015.