HomeMy WebLinkAboutCondition of Permitsclltws
Garfield County Building Department
108 8th Street Suite 401
Glenwood Springs, CO, 81601
sro-e45-s212 COÞE ANALYSTS
Project Description: BLCO-04022-7455 Swimming Pool Replacement
Date: Wednesday, 3Au12022 Revised 19 Sept2022
Project Location: 0157Cerise ranch Carbondale CO 81623
Owner: Cerise Ranch HOA )157 Larkspur Dr Carbondale CO 81623 970.379.5828
Construction by: BT Enterprises (BillToney) PO Box 3856 Basalt CO 81621 970.379.5430
btenterprises. @aol. com
Architect: ConfluenceArchitecture (Angela Loughry) 515 CrystalCircle Carbondale CO 81623
97 0. 963.97 20 www co nfl u e n cearch itectu re. co m
Engineer: Structural: Evolve Structural Design 1040 Man St. Carbondale CO 81623
970.510.0773 evolvestruct.com MEP: Jeff M. Grebe
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. This code study is based on the 2015 lnternational Building Code
by ICC using Plan Analyst. www.plananalvst.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 2015, the 2015 lnternationalSwimming Pooland Spa
Code (ISPSC), and the current Edition of the National Electric Code as adopted by the 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
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 otherapplicable 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 2015, the 2015 lnternational Swimming Pool
and Spa Code (ISPSC), 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 review 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 approval of plans and specifications does not permit the violation of any section of
the lnternational Building Code(s) and otherapplicable Codes adopted and amended by Garfield
County, and, any applicable federal, state or local regulations.
_ ELECTRICAL ROUGH IN INSPECTION AND ELECTRICAL FINAL INSPECTION IS
REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY BY THE STATE ELECTRICAL
INSPECTOR._ THIS PROJEGT SHALL BE CONSISTENT WITH AND CONFORM TO THE
APPLICABLE LAND DEVELOPMENT CODE PROVISIONS OF GARFIELD COUNTY
- FIRE EXTINGUISHERS REQUIRED ON SITE._ THIS PROJECT SHALL COMPLYW¡TH THE 2Ols INTERNATIONAL SWIMMING POOL
AND SPA CODE (TSPSC).
BASIC BUILDING DESCRIPTION:
Type of Construction = VB
Building does not have an automatic sprinkler system
\
I
.:iir
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
be legible and placed in a position that is visible from the street or road fronting the property.
Characters shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out.
Each character shall be not less than 4 inches high and not less than 0.5 inch wide. They shall be
installed on a contrasting background. Wrerr required by the fire official, address rrunrbers slrall
be provided in additional approved locations. \Â/hen 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 identify the structure. (501.2)
SITE DESGRIPTION - POOL BUILDING; (506.3.2 and 202 FIRE
SEPARATTON DTSTANCE)
The north side has a lot line. Distance to lot line = 30.0
Length of perimeter facing lot line = 100.0 This side is not accessible from a street or approved
fire lane.
The east side has a lot line. Distance to lot line = 30.0
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 = 30.0
Length of perimeter facing lot line = 100.0 This side is not accessible from a street or approved
fire lane.
The west side has a public way. Distance to public way = 50.0 ,width = 30.0
Length of perimeter facing the public way = 50.0 This side can be accessed from a street or
approved fire lane.
Perimeter of the entire building = 300.0 feet.
Perimeter which fronts a public way or accessible open space = 50.0 feet.
Weighted average of the width of public way or accessible open space = .0 feet. (506.3.2)
Allowable area increased .00% due to frontage. (506.3)
HEIGHT OF BUILDING:
Actual height of building = 28.00 ft Allowed building height = 40.00 ft The height is within the
allowed height. (504.1 and Table 504.3)
BUILDING INTERIOR:
ALLOWABLE AREA AND HEIGHT
FL NAME OCC MAX FLR AREA ALLOh]ED RATTO STATUS
F1 Swimming pool & Deck A3
F1 Exercise room B
F1 Community Room B
F1 Mech. Equipment rm' B
F1 Storage Cfoset 51
f1 Baths, halls, wa11s B
TOTAL FOR FLOOR
BU]LDING TOTAL
4391
200
522
1"01
44
307
557 7
551 7
6000
6000
6000
60 00
6000
6000
6000
6000
0.73
0. 03
0.09
0 .02
0.01
0. 05
0. 93
0. 93
1
2
2
2
1
2
OK
OK
OK
OK
OK
OK
OK
OK
Notes:
Allowahle area is haserl on Tahle 506 2 ancl Section 506
Allowable number of stories is based on Table 504.4 and Section 504
EXIT REQUIREMENTS:
NAME
AREA
NUMB
OF
OCC
OF
MTN MTN CORRIDOR MAX
NUMB EXIT PANÏC DOOR FIRE TRVL
EXTT WDTH HDV,IR S!úNG RATING DIST NOTESFL
293
4
35
1
1
0
334
rt
F1
F1
F1
F1
F1
200
200
200
200
200
200
200
NOTE: Areas with (A) before the number of occupants is being treated an accessory use area.
This area is only used persons who occupy the main areas of the building. The occupant load of
this area is not included in the total occupant load for suites, floors, or the building.
FOOTNOTES:
1. Two exits are required from this area since the occupant load exceeds allowable in Table
1006.2.1
5. Number of exits from this floor is based on Section 1006.3.2
12. Panic hardware is required when the occupant load is 50 or more. (1010.1.10)
NOTES FOR EXIT TABLE:
Door swing is based on Section 1010.1.2
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)
Corridors shall have a ceiling height of not less than 7 feet 6 inches. (Sec. 1003.2
The minimum corridor width is 44 inches.
The minimum corridor width is 36 inches where the occupant capaci$ is less than 50. (Table
1020.2)
lf 'CORRIDOR RATING'= N/A
There is no corridor in this area.
lf 'CORRIDOR RATING'= None
Walls and ceilings of corridors are not required to be fire-resistive unless they are required to be
fire-resistive based construction $pe. (Table 1020.1)
There is no restriction as to the amount and type of openings unless protection of openings is
required by some other code provision.
lf 'CORRIDOR RATING = t hour or 1l2hr
Walls shall be fire-resistive - Table 1020.1 Walls shall extend to the underside of the floor/roof
slab or deck or to the fire-resistance rated floor/ceiling or roof/ceiling assembly above. (708.4)
Exception 2: Where the room-side membrane is carried through to the underside of a fire
resistance rated floor or roof, the ceiling of the corridor shall be permitted to be protected by the
use of ceiling materials as required for a 1-hour rated system or the ceiling shall be constructed
as required for the corridor walls.
Door openings are required to be protected with 20 minute (1/3 hour) fire assemblies. (716.5.3 &
Table 716.5)
Doors shall be self-closing or automatic-closing. - Sec. 716.5.9
Doors shall have an active latch bolt that will secure the door when closed. - Sec. 716.5.9.1
\Mndow openings are required to be protected with labeled 45 minute (3/4-fire-hour) fire-
assemblies. (716.6 & Table 716.6)
Exception: Glazing in 0.5-hourwalls is permitted to have an 0.33-hour rating.
The total area of windows shall not exceed 25 percent of the area of a common wall with any
Swimming pool
Exerclse room
Community Room
Mechanical equipme
Storage Closet
(A) Baths, halls, wal
TOTAL 1st FLOOR
2
1
1
1
1
0
2
58.6 YES
.8 no
7no
.2 no
.2 no
0no
66.8 YES
OUT
any
any
any
any
any
OUT
N/A
N/A
N/A
N/A
N/A
N/A
N/A
L72
512
room. (716.6.7.2)
Corridors shall not serve as supply, return, exhaust, relief or ventilation air ducts or plenums.
(1 020.5, See Exceptions)
Fire resistant corridors shall not be interrupted by intervening rooms. (1020.6)
Exception 1: Foyers, lobbies or reception rooms constructed as required for corridors.
\Â/hen more than one exit is required, exit access shall be arranged such that there are no dead
ends in corridors more than 20 feet. (1020.4)
DOOR SWING EXCECPTIONS:
Exception 5: Revolving doors complying with Section 1010.1.4.1
Exception 6: Horizontal sliding doors complying with Section 1010.1.4.3
Exception 7: Power-operated doors complying with Section 1010.1.4.2
EXIT WIDTH NOTES:
Exitwidth is in inches and based on Section 1005.2
Wdth shown for all areas is based on other egress components. (1005.3.2)
\Mdth shown for 1st floor is based on other egress components. (1005.3.2)
Wdth shown for other floors & basements is based on stairways. (1 005.3.1)
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)
EXIT SEPARATION:
ln areas where 2 exits are required, the minimum separation is 112 of the maximum diagonal of
the area or floor measured in a straight line between exits or exit access doorways. (1007.1 .1)
Exception 1: \A/here interior exit stairways are interconnected by a 1-hour corridor, the separation
shall be measured along the shortest direct travel within the corridor.
Multiple means of egress shall be sized such that the loss of any one means of egress shall not
reduce the available capacity by more than 50 percent. (1005.5)
CORRIDOR REQUIREMENTS:
l.Corridors shall have a ceiling height of not less than 7 feet 6 inches. (1003.2)
2.The minimum corridor width is 44 inches. Where the occupant capacity is less than 50, the
minimum corridorwidth is 36 inches. (Table 1020.2)
3.lf fire-resistive rating is t hour or 112 hr, walls shall comply with Section 708 for fire partitions.
(1020.1) Walls shall extend to the underside of the floor/roof slab or deck or to the fire-resistance
rated floor/ceiling or roof/ceiling assembly above. (708.4)
Exception 2: Where the room-side membrane is carried through to the underside of a fire
resistance rated floor or roof, the ceiling of the corridor shall be permitted to be protected by the
use of ceiling materials as required for a 1-hour rated system or the ceiling shall be constructed
as required for the corridor walls.
4.Door openings are required to be protected with 20 minute (1/3 hour) fire assemblies. (716.5.3
& Table 716.5)
S.Doors shall be self-closing or automatic-closing. (716.5.9)
6.Doors shall have an active latch bolt that willsecure the doorwhen closed. (716.5.9.1)
T.Window openings are required to be protected with labeled 45 minute (3/4-fire-hour) fire-
assemblies. (716.6 & Table 716.6)
Glazing in 1/2-hour walls is permitted to have an 1/3-hour rating.
LThe total area of windows shall not exceed 25 percent of the area of a common wall with any
room. (716.6.7.2)
9.Corridors shall not serve as supply, return, exhaust, relief or ventilation air ducts or plenums.
(1 020,5), See Exceptions
10.Fire resistant corridors shall not be interrupted by intervening rooms. (1020.6)
Exception 1: Foyers, lobbies or reception rooms constructed as required for corridors.
11.When more than one exit is required, exit access shall be arranged such that there are no
dead ends in corridors more than 20 feet. (1020,4)
MEANS OF EGRESS ILLUMINATION:
1. The means of egress, including the exit discharge, shall be illuminated at all times the building
space served by the means of egress is occupied. (1006.1)
Exception: Aisle accessways in Group A.
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.
ADDITIONAL DOORS:
Where additional doors are provided for egress purposes, they shall conform to the requirements
in Section f 010. (1010.1)
LANDINGS AT 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 tl:'an 112 inch lower than the threshold. (1010.1.7)
4. Landings shall have a width not less than the width of the stairway or width of the doorway,
whichever is the greater.
\A/here 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 exittravelis44 inches. (f 010.f .6)
5. The space between two doors in series shall 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. (10f 0.1.9.4)
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:Where manually operated bolt locks are permitted.
Exception 3: Doors with automatic flush bolts as permitted.
LOCKS AND LATCHES:
Egress doors shall be readily openable from the egress side without 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:
(10r 0.1 .e.3)
2.The main door or doors in Group A areas with an occupant load of 300 or less are permitted 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 UNLOCKED WHEN BUILDING lS OCCUPIED
3. Where egress 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.
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. (1 01 2.5. 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 at doors. (1012.6) Landings
shall have 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 ln dlrectlon of travel occur ãt landlngs, the landlng shall be 60 lnches 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.
8. 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 )
9. The floor or ground surface of the ramp run or landing shall extend 12 inches minimum beyond
the inside face of a handrail. (1012.10,2)
BUI LDING ACCESSIBI LITY:
Accessible entrances and accessiblilty within the building shallcomply with Sections 1104 and
1105.
On floors where drinking fountains are provided, accessible drinking fountains shall be provided.
No fewer than 2 drinking fountains shall be provided. One shall comply with the requirements for
people in a
wheelchair and one for standing persons. (1109.5.1)
ln areas with fixed seating, accessible wheelchair spaces shall be provided in accordance with
Table 1108.2.2 See Section 1108.2 for additional requirements.
MINIMUM NUMBER OF PLUMBING FIXTURES: (2902.1)
FL NAME OF AREA
NUMBER
occ
WATER CLOSETS
MALE FEMALE
LAVATORÏES
MALE FEMALE
DRÏNKÏNG
FOUNTA]NS
F1 Swimming pool 293
F1 Exercise room 4
F1 Community Room 35
F1 Mechanlcal equipme 1
F1 Storage Cl-oset 1
F1 (A) Baths, halls, wal- 0
TOTAL for 1st FLOOR 334
NOTES ON THE TOTAL NUMBER OF PLUMBING FIXTURES:
The number of fixtures for a floor may not match total number of fixtures per area.
1. Fixtures for accessory areas are not included in the floor total.
2. The number of fixtures for each area are rounded up to the next whole number. Floor totals are
not rounded up until the floor total is obtained.
lf the fixtures only serve an area, use number shown for each area.
lf the fixtures serve an entiro floor, use numbor shown for totals.
FIRE.RESISTANCE REQUI REM ENTS:
FIRE.RESISTANCE RATING FOR EXTERIOR WALLS:
North Side:
Group A3 - Bearing walls = 0-hr Nonbearing walls = O-hr rating on the inside. (705.5, Tables 601
& 602)
1
1
1
1
1
1
1
1
1
1
1
1
0
2
1
1
1
1
1
0
1
4
1
1
1
1
0
5
2
1
1
1
1
0
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)
Group B - Bearing walls = O-hr Nonbearing walls = O-hr rating on the inside. (705.5, Tables 601
& 602)
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)
Group Sl - Bearing walls = O-hr Nonbearing walls = 0-hr rating on the inside. (705.5, Tables 601
& 602)
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. (7 05.2.3)
East Side:
Group A3 - Bearing walls = O-hr Nonbearing walls = 0-hr rating on the inside. (705.5, Tables 601
& 602)
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)
Group B - Bearing walls = 0-hr Nonbearing walls = O-hr rating on the inside. (705.5, Tables 601
& 602)
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)
Group S1 - Bearing walls = O-hr Nonbearing walls = O-hr rating on the inside. (705.5, Tables 601
& 602)
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. (7 05.2.3)
South Side:
Group A3 - Bearing walls = O-hr Nonbearing walls = O-hr rating on the inside. (705.5, Tables 601
& 602)
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)
Group B - Bearing walls = 0-hr Nonbearing walls = O-hr rating on the inside. (705.5, Tables 601
& 602)
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)
Group Si - Bearing walls = O-hr Nonbearing walls = 0-hr rating on the inside. (705.5, Tables 601
& 602)
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 extendrng wrthrn 5 feet of the lrne used to determrne 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 A3 - Bearing walls = O-hr Nonbearing walls = O-hr rating on the inside. (705.5, Tables 601
& 602)
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)
Group B - Bearing walls = O-hr Nonbearing walls = O-hr rating on the inside. (705.5, Tables 601
& 602)
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)
Group S1 ' Bearing walls = O-hr Nonbearing walls = O-hr rating on the inside. (705.5, Tables 601
& 602)
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)
FIRE-RESISTANCE RATING REQUIREMENTS:(TabIe 601 except as noted)
Exterior walls , Minimum fire resistance rating = FIRE-RESISTANCE RATING FOR EXTERIOR
WALLS above
Primary structuralframe 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. Minimum fire resistance rating = 0 hour
MARKING AND IDENTIFICATION:
Fire walls, fire barriers, fire partitions, smoke 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 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)
Corridor walls.
Fire partitions shall have a fire-resistance rating of not less than l-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 I -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 710.5 for opening requirements.
PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES:
WALLS ASSEMBLIES:
Penetrations of walls shallcomply Section 714.3.1.1 or714.3,1.2.
FLOOR/CEILING AND ROOF/CEIL¡NG 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:
\y'úhere required. (717.5), Firewalls (717.5.1), Fire barriers (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)
SEPARATION OF INCIDENTAL USE AREAS: (Table 509)
Furnace rooms where any piece of equipment is over 400,000 BTU per hour input = I hour
Rooms with any boiler over '15 psi and 10 horsepower = t hour
Refrigerant machinery rooms = I hour
Hydrogen cut-off rooms not classified as Group H = 2 hour
lncinerator rooms = 2 hours and an automatic sprinkler system is required
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 = 2
hour
ROOFING REQUIREMENTS:
1. The roofing on this building is required to be Class C or better. (Table 1505.1)
Roofing may be of No. I cedar or redwood shakes and No. 1 shingles. (Exception c)
ROOF DRAINAGE:
Where 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 1611.1 for design load requirements.
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.
DRAFTSTOPPING:
lf there is combustible construction in the roof/ceiling 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
constructed 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)
An automatic sprinkler system is required in the A-3 fire area when the fire area has an occupant
load of 300 or more. (903.2 .1.3, #2)
An automatic sprinkler system shall be provided when the area exceeds 2,500 square feet and is
used for the storage of upholstered furniture or mattresses. (903.2.9 #5)
Note: The size of the fire area may be reduced using fire barriers. See section 707.3.10 for
requirements.
The fire-resistive rating for the fire barier assembly is 3 hours. (Table 707.3.10)
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.
STANDPIPE AND HOSE SYSTEMS:
Astandpipe system is not required. (905)
FIRE ALARM AND DETECTION SYSTEMS:
A manual fire alarm system that activates the occupant notification system is required. (907.2.1)
See Section 907.4 for additional information about system.
ACCESSIBLE FACI L¡TIES:
Accessible water fountains shall comply with ICC/ANSI 4117.1, see Section 602.
Toilet facilities shall comply with ICC/ANSI 4117.1 , see Sections 603 through 609.
ADDITIONAL TOILET REQUIREMENTS:
Ct¡stomers, patrons and visitors shall be provided with public toilet facilities in spaces intended for
public utilization. (2902.3)
The route to the public facilities shall not pass through kitchens, storage rooms or closets.
(2e02.3.1)
The path of travel to facilities shall not exceed a distance of 500 feel, (2902.3.2)
Directional signage indicating route to public facilities shall be posted. Such signage shall be
located in a corridor or aisle at the entrance to the facilities. (2902.4.1)
\r1/here a toilet is provided for use of multiple occupants, the egress door for the room shall not be
lockable from the inside. (2902.3.5)
\Â/here a building or tenant space requires a separate toilet facility for each sex and each toilet
facility is required to have only one water closet,
two family/assisted-use toilet facilities shall be permitted to serve as required separate facilities
Toilet facilities shall not be required to
be identified for exclusive use by either sex. (2902.2.1)
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 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. (1203.5.2.1)
GLAZING REQUIREMENTS:
All glazing in hazardous locations is required to be of safety glazing material. (2406Í)
See Section 2406.4 for locations.
WALL AND CEILING FINISHES:
1 . Wall and ceiling finish materials are required to comply with Sec. 803.11 and ïable 803.11 .
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 vinyl wall coverings shall comply with the requirements for textile wall and 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.'l
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)
INSULATION NOTES:
L 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. Where 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)
Foam plastic insulations are required to be protected. (2603)
SWIMMING POOL REQUIREMENTS:
Public Swimming pools shall be completely enclosed by a fence at least 4 feet in height or a
screen enclosure. Openings in the fence shall not permit the passage of a 4-inch diameter
sphere. The enclosure shall be equipped with self-closing and self-latching gates. (3109.3)
ELECTRICE-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.
W-3 lt is the contractor's responsibility to provide and maintain temporary water meter for
water usage during construction.
ENGINEERING
N-4 Coordinate all work done in Garfield County R.O.W's with the Garfield County
Community Development Department and Sheriff Department prior to work in this area.
N-5 Any encroachments into the Garfield County R.O.W. must have approval from the
Garfield County Community Development Department
N-8 The Developer shall repair and repave all streets and roads damaged by the
installation of improvements or utilities.
N-13 The Certificate of Occupancy will not be issued unless a foundation location or
improvement location certificate is provided demonstrating zoning regulation compliance for
building location. An improvement location certificate is required at time of C.O.
DEPARTMENT OF EMERGENCY SERVICESF-1 Contact the Fire Department as necessary for compliance with the lnternational Fire
Code 2015 as adopted by Garfield County.
L-1 Obtain approval from the Police / Sheriff Department and Department of Emergency
Services prior to closing any portions of streets, alleys and/or sidewalks.
strE
s-2
s-3
s-4
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 City.
It shall be the developer's responsibility to provide for dust control on the site during
construction.
Notify all utilities for line locations and approval prior to beginning any excavation on
site. (Electric, WaterMaste-water, NaturalGas Provider, Telephone, Cable, etc.)
It is the Developer's 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 County Code.
S-12 Provide the Garfield County Building Department with field verification of soil conditions
afterexcavations 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
Golorado licensed P.E.
s-24 Projections beyond the property line of the building site should comply with the
requirements of Chapter 32.
ACCESSIBILITYACC-3 Group A-3 & B Occupancies 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 ofrefuge.
f. bathing and toilet facilities.
g. drinking fountains and water coolers.
h. telephones.
i. seating, tables and service counters.
j. alarms.
Foundations
FDN-1 Foundations shallcomply with with Ch. 18 & l9 IBC 2015 and architecVengineer plans
FN-2 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 the Garfield County.
Concrete Construction
Conc-1 Concrete construction shall comply with with Ch. 19 IBC 2015 and the
architecUengineer plans plans.
Masonru Construction
MAS-1 Masonry construction shall comply with with Cn.21 IBC 2015 and the
architecUengineer plans Plans.
Steel
ST.I Steel and metal stud construction shall comply with with Ch.22 IBC 2015 and the
architecVengineer plans.
Wood FraminsWF-1 Wood construction shallcomply with Ch. 23lBC 2015 and the architect/engineer
plans.
Manufacturer's lnstallation lnstructionsMll-1 Manufacturer's installation instructions, as required by this code, shall be available on
the job site at the time of inspection
INTERNATIONAL PLUMBING & MECHANICAL CODES
L-2 Plumbing and mechanical must comply with the 2015 lnternational Plumbing Gode
(lPC) and the 2015 lnternational MechanicalCode (lMC)
M-1 Gas furnace, or boiler and water heater, exhaust fans and other mechanical
equipment shall comply with the lPC, IFGC and the IMC 2015. (i.e., combustion air,
installation, clearances, access, venting, gas line sizing and installation, etc.) and
engineered stamped plans.
I NTERNATIONAL EN ERGY COTVSERUATION CODE
EN-1 This Building shall comply with the International Eneryy Conseruation Code 2009 as
adopted by Garfield County. Verification of by a registered design professional is
required at time of CO.
t rsPEcrlorvs
INSP-1 Work shall not be covered until applicable 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. l7 IBC 2015 as necessary