SMARTreview

Summary

Model C:\Users\pcfud\Documents\SMARTreview\Test Cases\Insurance office phased failures_2018.rvt was analyzed on 2018-10-05 14:22:22

The APR has determined that the model is Not Compliant with the sections of the IBC 2015 that were analyzed.

Chapter	Result
Chapter 5: General Building Heights And Areas	Passed
Chapter 6: Types Of Construction	Passed
Chapter 7: Fire And Smoke Protection Features	Failed
Chapter 8: Interior Finishes	Failed
Chapter 10: Means Of Egress	Failed

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Configuration Read From Revit

areas
Attribute	Value
id	569499
area	1663.61
name	Area 1
story	1
level_id	368
accessory	False
occupancy	A-4
percent_of_story	0.74
separation_group	Separation Group 1

doors
X	Y	id	area	mark	name	story	width	height	wall_id	level_id	protected	to_room_id	top_height	base_height	egress_type	fire_rating	door_type_id	from_room_id	door_swing_room_id
-7	26	568999	20.49	98	36"x82"	1	3	6.83	568921	368	False	None	6.83	0	Exit Discharge Doorway	0	480358	580863	None
-20	56	569696	21	99	36" x 84"	1	3	7	569640	368	False	580869	7	0	Egress Door	0	498376	580872	580869
-20	44	570090	21	100	36" x 84"	1	3	7	569640	368	False	580866	7	0	Egress Door	0	498376	580863	580866
-17	51	572524	20.01	101	36" x 80"	1	3	6.67	570023	368	False	580863	0	0	Egress Door	0	478010	580872	None
-15	56	572578	16.68	102	30" x 80"	1	2.5	6.67	572471	368	False	580875	6.67	0	Egress Door	0	498384	580872	580875
6	82	580308	21	103	36" x 84"	1	3	7	579456	368	False	None	7	0	Exit Discharge Doorway	0	498376	580863	None

roofs
id	name	fire_rating	roof_type_id	classification
569134	Insulation on Metal Deck - EPDM	0	1011	C
580188	Insulation on Metal Deck - EPDM	0	1011	C

rooms
id	area	name	level_id	room_type	top_height	base_height	override_ol	special_use	override_olf	occupant_load	classification	override_olf_ol	maximum_diagonal	function_of_space	accumulated_occupant_load	common_path_travel_distance	exit_access_travel_distance
580863	1608.49	Pool	368	Room	8	0	0	None	0	17	C	0	48.34	Business Area	24	0	47
580866	269.86	Office	368	Corridor	8	0	0	None	0	3	C	0	26.62	Business Area	3	30	63
580869	102.36	Restroom	368	Room	8	0	0	None	0	2	C	0	14.44	Business Area	2	27	64
580872	44.31	Hall	368	Corridor	8	0	0	None	0	1	C	0	10.36	Business Area	4	12	49
580875	70.28	Closet	368	Room	8	0	0	Refrigerated Room	0	1	C	0	11.95	Business Area	1	22	59

walls
id	area	mark	name	length	bearing	exterior	level_id	top_height	base_height	fire_rating	fire_barrier	wall_type_id	facing_direction	use_for_perimeter	fire_separation_distance	width_of_public_way_or_open_space
568876	275.91	North	SMRV Exterior 8" 0 hour	26.4	False	True	368	10	0	0	False	465937	None	True	31.85	0
568903	408.02	East	SMRV Exterior 8" 1 hour	34.33	True	True	368	10	0	1	False	465964	None	True	2.88	0
568921	492.53	South	SMRV Exterior 8" 1 hour	49.4	False	True	368	10	0	1	False	465964	Wall Faces Street	True	9.66	30
568970	473.22	West	SMRV Exterior 8" 1 hour	34.33	False	True	368	10	0	1	False	465964	None	True	47.55	0
569640	471.22	Not Set (569640)	SMRV Interior 4" 0 hour	34.33	False	False	368	10	0	0	False	370737	None	False	0	0
570023	174.67	Not Set (570023)	SMRV Interior 4" 0 hour	24.83	True	False	368	8	0	0	False	370737	None	False	0	0
572366	73.33	Not Set (572366)	SMRV Interior 4" 0 hour	9.67	False	False	368	8	0	0	False	370737	None	False	0	0
572471	56.67	Not Set (572471)	SMRV Interior 4" 0 hour	9.67	False	False	368	8	0	0	False	370737	None	False	0	0
579291	163.67	Not Set (579291)	SMRV Exterior 8" 1 hour	21.17	False	True	368	8	0	1	False	465964	None	True	2.88	0
579456	280.3	Not Set (579456)	SMRV Exterior 4" 0 hour	23	False	True	368	10	0	0	False	501508	None	True	10.68	0
579537	166.44	Not Set (579537)	SMRV Exterior 4" 0 hour	21.17	False	True	368	10	0	0	False	501508	None	True	25.88	0

floors
id	area	name	height	level_id	fire_rating	floor_type_id
569045	1752.39	SMRV 4" 0 hour	0	368	0	484413
579994	493.5	SMRV 4" 0 hour	0.67	368	0	484413

stories
Attribute	Value
area	2245.89
story	1
height	0
penthouse	False
exit_discharge	True
maximum_diagonal	74.31
common_path_distance	30
exit_access_distance	64
aggregate_occupant_load	24

windows
id	area	mark	name	max_X	max_Y	max_Z	min_X	min_Y	min_Z	wall_id	level_id	protected	top_height	base_height	fire_rating	window_type_id
569863	16	41	SMRV 48"" x 48"	19.32	36.27	7.23	17.32	31.81	2.81	568903	368	False	7	3	0	442170
571746	16	42	SMRV 48"" x 48"	19.32	40.77	7.23	17.32	36.31	2.81	568903	368	False	7	3	0	442170
571776	16	43	SMRV 48"" x 48"	19.32	46.1	7.23	17.32	41.64	2.81	568903	368	False	7	3	0	442170
571799	16	44	SMRV 48"" x 48"	19.32	50.6	7.23	17.32	46.14	2.81	568903	368	False	7	3	0	442170
571834	16	45	SMRV 48"" x 48"	19.32	31.68	7.23	17.32	27.22	2.81	568903	368	False	7	3	0	442170
571955	16	46	SMRV 48"" x 48"	19.32	55.1	7.23	17.32	50.64	2.81	568903	368	False	7	3	0	442170
572007	16	47	SMRV 48"" x 48"	19.32	60.1	7.23	17.32	55.64	2.81	568903	368	False	7	3	0	442170
572038	20	48	SMRV 60" x 48" 0 rating	-31.35	41.04	7	-33.2	36.04	3	568970	368	False	7	3	0	440559
572096	20	49	SMRV 60" x 48" 0 rating	-31.35	46.37	7	-33.2	41.37	3	568970	368	False	7	3	0	440559
580376	20	50	SMRV 60" x 48" 0 rating	-3.78	68.72	7	-5.45	63.72	3	579537	368	False	7	3	0	440559
580394	20	51	SMRV 60" x 48" 0 rating	-3.78	76.55	7	-5.45	71.55	3	579537	368	False	7	3	0	440559

area_doors
id	door_id
569499	568999
569499	570090
569499	572524
569499	580308
569499	569696
569499	572578

area_rooms
id	room_id
569499	580863
569499	580866
569499	580869
569499	580872
569499	580875

area_walls
id	wall_id
569499	568876
569499	568903
569499	568921
569499	569640
569499	570023
569499	572366
569499	579291
569499	579456
569499	579537
569499	568970
569499	572471

area_floors
Attribute	Value
id	569499
floor_id	569045

story_rooms
story	room_id
1	580863
1	580866
1	580869
1	580872
1	580875

story_walls
story	wall_id
1	570023
1	572366
1	572471
1	579291
1	568876
1	568903
1	568921
1	568970
1	569640
1	579456
1	579537

area_windows
id	window_id
569499	569863
569499	571746
569499	571776
569499	571799
569499	571834
569499	571955
569499	572007
569499	572038
569499	572096

story_floors
story	floor_id
1	569045
1	579994

story_levels
story	level_id
1	368
1	568433
1	571167

story_windows
story	window_id
1	569863
1	571746
1	571776
1	571799
1	571834
1	571955
1	572007
1	572038
1	572096
1	580376
1	580394

frontage_increase
Attribute	Value
average_width	30
total_perimeter	209.8
frontage_increase	0
frontage_perimeter	49.4
frontage_percentage	0.24

room_raw_vertices
X	Y	Z	room_id	sequence_number
-5.12	60.39	0	580863	0
-6.69	60.39	0	580863	1
-6.69	50.89	0	580863	2
-14.85	50.89	0	580863	3
-19.85	50.89	0	580863	4
-19.85	26.72	0	580863	5
17.38	26.72	0	580863	6
17.38	60.72	0	580863	7
17.38	81.72	0	580863	8
-5.12	81.72	0	580863	9
-31.35	26.72	0	580866	0
-20.19	26.72	0	580866	1
-20.19	50.89	0	580866	2
-31.35	50.89	0	580866	3
-20.19	60.39	0	580869	0
-31.35	60.39	0	580869	1
-31.35	51.22	0	580869	2
-20.19	51.22	0	580869	3
-15.02	60.39	0	580872	0
-19.85	60.39	0	580872	1
-19.85	51.22	0	580872	2
-15.02	51.22	0	580872	3
-7.02	60.39	0	580875	0
-14.69	60.39	0	580875	1
-14.69	51.22	0	580875	2
-7.02	51.22	0	580875	3

contact_information
Attribute	Value
city
email
phone
state
company
street_1
street_2
last_name
first_name
postal_code

moe_room_exit_paths
room_id	room_path
580863	[580863]
580866	[580866, 580863]
580869	[580869, 580872, 580863]
580872	[580872, 580863]
580875	[580875, 580872, 580863]

project_information
Attribute	Value
city
state
number
street_1
street_2
description
postal_code
customer_name
authority_having_jurisdiction

moe_room_egress_doors
door_id	room_id
568999	580863
580308	580863
570090	580866
569696	580869
572524	580872
572578	580875

project_configuration
Attribute	Value
ibc	2015
ifc	Not Applicable
imc	Not Applicable
ipc	Not Applicable
irc	Not Applicable
iebc	Not Applicable
iecc	Not Applicable
ifgc	Not Applicable
igcc	Not Applicable
ipmc	Not Applicable
ispsc	Not Applicable
units	English
apr_id	cjiv3d9gp0000gjv8krct5fcy
occupancy	B
building_area	2245.8900000000003
sprinkler_type	None
building_height	21
construction_type	Type V-B
stories_above_grade	0
stories_below_grade	0

Chapter 5 - General Building Heights And Areas

This chapter is considered: Passed.

Refer to each section or subsection for the results of analysis as it relates to the model under analysis.

A summary of results for the major sections is listed below.

Section 501 - GENERAL

Building Code

The section description is intentionally blank.

This section is considered: Understood

This section does not have any direct requirements to verify. Please refer to the subsections for analysis results.

Section 501.1 - Scope

Building Code

The provisions of this chapter control the height and area of structures hereafter erected and additions to existing structures.

This section is considered: Understood

This section does not have any direct requirements to verify. Please refer to the subsections for analysis results.

Section 501.2 - Address identification

Building Code

New and existing 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. Address identification characters shall contrast with their background. Address numbers shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be a minimum of 4 inches (102 mm) high with a minimum stroke width of ¹/ ₂ inch (12.7 mm). Where required by the fire code official, address identification shall be provided in additional approved locations to facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a monument, pole or other approved sign or means shall be used to identify the structure. Address identification shall be maintained.

This section is considered: Not Implemented

This section has not been implemented.

Section 502 - DEFINITIONS

Building Code

The section description is intentionally blank.

This section is considered: Understood

This section does not have any direct requirements to verify. Please refer to the subsections for analysis results.

Section 502.1 - Definitions

Building Code

The following terms are defined in Chapter 2:

AREA, BUILDING.

BASEMENT.

EQUIPMENT PLATFORM.

GRADE PLANE.

HEIGHT, BUILDING.

MEZZANINE.

This section is considered: Understood

This section does not have any direct requirements to verify. Please refer to the subsections for analysis results.

Section 503 - GENERAL BUILDING HEIGHT AND AREA LIMITATIONS

Building Code

This section is considered: Not Implemented

This section does not have any direct requirements to verify. Please refer to the subsections for analysis results.

Section 503.1 - General

Building Code

Unless otherwise specifically modified in Chapter 4 and this chapter, building height, number of stories and building area shall not exceed the limits specified in Sections 504 and 506 based on the type of construction as determined by Section 602 and the occupancies as determined by Section 302 except as modified hereafter. Building height, number of stories and building area provisions shall be applied independently. Each portion of a building separated by one or more fire walls complying with Section 706 shall be considered to be a separate building.

This section is considered: Not Implemented

Please refer to Section 504 for the results of the Building Height and Number of Stories analysis.
Please refer to Section 506 for the results of the Building Area analysis.

Separate analysis of portions of a building that are separated by Fire Walls has not been implemented. Please verify those requirements manually.
Please see the subsections for other General analysis results.

Section 503.1.1 - Special industrial occupancies

Building Code

Buildings and structures designed to house special industrial processes that require large areas and unusual building heights to accommodate craneways or special machinery and equipment, including, among others, rolling mills; structural metal fabrication shops and foundries; or the production and distribution of electric, gas or steam power, shall be exempt from the building height, number of stories and building area limitations specified in Sections 504 and 506.

This section is considered: Not Implemented

This section has not been implemented.

Section 503.1.2 - Buildings on same lot

Building Code

Two or more buildings on the same lot shall be regulated as separate buildings or shall be considered as portions of one building where the building height, number of stories of each building and the aggregate building area of the buildings are within the limitations specified in Sections 504 and 506. The provisions of this code applicable to the aggregate building shall be applicable to each building.

This section is considered: Not Implemented

This section has not been implemented.

Section 503.1.3 - Type I construction

Building Code

Buildings of Type I construction permitted to be of unlimited tabular building heights and areas are not subject to the special requirements that allow unlimited area buildings in Section 507 or unlimited building height in Sections 503.1.1 and 504.3 or increased building heights and areas for other types of construction.

This section is considered: Not Implemented

This section has not been implemented.

Section 504 - BUILDING HEIGHT AND NUMBER OF STORIES

Building Code

The section description is intentionally blank.

This section is considered: Passed

This section does not have any direct requirements to verify. Please refer to the subsections for analysis results.

Section 504.1 - General

Building Code

The height, in feet, and the number of stories of a building shall be determined based on the type of construction, occupancy classification and whether there is an automatic sprinkler system installed throughout the building.

Exception: The building height of one-story aircraft hangars, aircraft paint hangars and buildings used for the manufacturing of aircraft shall not be limited where the building is provided with an automatic sprinkler system or automatic fire-extinguishing system in accordance with Chapter 9 and is entirely surrounded by public ways or yards not less in width than one and one-half times the building height.

This section is considered: Not Implemented

The allowable height and the number of stories of the building were determined based on the type of construction, occupancy classification, and sprinkler system status.

Please refer to Section 504.3 for the results of the allowable height calculation.
Please refer to Section 504.4 for the results of the allowable number of stories calculation.

The Exception regarding the height of aircraft hangars, aircraft paint hangars, and buildings used for the manufacturing of aircraft has not been implemented. Please verify the exception manually.

Section 504.1.1 - Unlimited area buildings

Building Code

The height of unlimited area buildings shall be designed in accordance with Section 507.

This section is considered: Not Implemented

This section has not been implemented.

Section 504.1.2 - Special provisions

Building Code

The special provisions of Section 510 permit the use of special conditions that are exempt from, or modify, the specific requirements of this chapter regarding the allowable heights of buildings based on the occupancy classification and type of construction, provided the special condition complies with the provisions specified in Section 510.

This section is considered: Not Implemented

This section has not been implemented.

Section 504.2 - Mixed occupancy

Building Code

In a building containing mixed occupancies in accordance with Section 508, no individual occupancy shall exceed the height and number of story limits specified in this section for the applicable occupancies.

This section is considered: Not Applicable

The building does not contain mixed occupancies.

Section 504.3 - Height in feet

Building Code

The maximum height, in feet, of a building shall not exceed the limits specified in Table 504.3.

Exception: Towers, spires, steeples and other roof structures shall be constructed of materials consistent with the required type of construction of the building except where other construction is permitted by Section 1510.2.5. Such structures shall not be used for habitation or storage. The structures shall be unlimited in height where of noncombustible materials and shall not extend more than 20 feet (6096 mm) above the allowable building height where of combustible materials (see Chapter 15 for additional requirements).

TABLE 504.3^a ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE

OCCUPANCY CLASSIFICATION	TYPE OF CONSTRUCTION
	SEE FOOTNOTES	TYPE I		TYPE II		TYPE III		TYPE IV	TYPE V
	SEE FOOTNOTES	A	B	A	B	A	B	HT	A	B
A, B, E, F, M, S, U	NS^b	UL	160	65	55	65	55	65	50	40
A, B, E, F, M, S, U	S	UL	180	85	75	85	75	85	70	60
H-1, H-2, H-3, H-5	NS^{c, d}	UL	160	65	55	65	55	65	50	40
H-1, H-2, H-3, H-5	S	UL	160	65	55	65	55	65	50	40
H-4	NS^{c, d}	UL	160	65	55	65	55	65	50	40
H-4	S	UL	180	85	75	85	75	85	70	60
I-1 Condition 1, I-3	NS^{d, e}	UL	160	65	55	65	55	65	50	40
I-1 Condition 1, I-3	S	UL	180	85	75	85	75	85	70	60
I-1 Condition 2, I-2	NS^{d, f, e}	UL	160	65	55	65	55	65	50	40
I-1 Condition 2, I-2	S	UL	180	85	55	65	55	65	50	40
I-4	NS^{d, g}	UL	160	65	55	65	55	65	50	40
I-4	S	UL	180	85	75	85	75	85	70	60
R	NS^{d, h}	UL	160	65	55	65	55	65	50	40
	S13R	60	60	60	60	60	60	60	60	60
	S	UL	180	85	75	85	75	85	70	60

For SI: 1 foot = 304.8 mm.

Note: UL = Unlimited; NS = Buildings not equipped throughout with an automatic sprinkler system; S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1; S13R = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.2.

a. See Chapters 4 and 5 for specific exceptions to the allowable height in this chapter.

b. See Section 903.2 for the minimum thresholds for protection by an automatic sprinkler system for specific occupancies.

c. New Group H occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.5.

d. The NS value is only for use in evaluation of existing building height in accordance with the International Existing Building Code.

e. New Group I-1 and I-3 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6. For new Group I-1 occupancies Condition 1, see Exception 1 of Section 903.2.6.

f. New and existing Group I-2 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6 and Section 1103.5 of the International Fire Code.

g. For new Group I-4 occupancies, see Exceptions 2 and 3 of Section 903.2.6.

h. New Group R occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.8.

This section is considered: Passed

NOTE: The declared building occupancy of B differs from the single occupancy found in the model. Using Occupancy A-4 for the analysis.

The building height of 21.00 ft does not exceed the limit of 40.00 ft as specified in Table 504.3 for:

Occupancy - A-4,
Construction Type - Type V-B,
Sprinklered - None.

The Exception allowing for increased heights for towers, spires, steeples, and other roof structures has not been implemented. Please verify this exception manually.

Section 504.4 - Number of stories

Building Code

The maximum number of stories of a building shall not exceed the limits specified in Table 504.4.

TABLE 504.4^{a, b} ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE

OCCUPANCY CLASSIFICATION	TYPE OF CONSTRUCTION
	SEE FOOTNOTES	TYPE I		TYPE II		TYPE III		TYPE IV	TYPE V
	SEE FOOTNOTES	A	B	A	B	A	B	HT	A	B
A-1	NS	UL	5	3	2	3	2	3	2	1
A-1	S	UL	6	4	3	4	3	4	3	2
A-2	NS	UL	11	3	2	3	2	3	2	1
A-2	S	UL	12	4	3	4	3	4	3	2
A-3	NS	UL	11	3	2	3	2	3	2	1
A-3	S	UL	12	4	3	4	3	4	3	2
A-4	NS	UL	11	3	2	3	2	3	2	1
A-4	S	UL	12	4	3	4	3	4	3	2
A-5	NS	UL	UL	UL	UL	UL	UL	UL	UL	UL
A-5	S	UL	UL	UL	UL	UL	UL	UL	UL	UL
B	NS	UL	11	5	3	5	3	5	3	2
B	S	UL	12	6	4	6	4	6	4	3
E	NS	UL	5	3	2	3	2	3	1	1
E	S	UL	6	4	3	4	3	4	2	2
F-1	NS	UL	11	4	2	3	2	4	2	1
F-1	S	UL	12	5	3	4	3	5	3	2
F-2	NS	UL	11	5	3	4	3	5	3	2
F-2	S	UL	12	6	4	5	4	6	4	3
H-1	NS^{c, d}	1	1	1	1	1	1	1	1	NP
H-1	S	1	1	1	1	1	1	1	1	NP
H-2	NS^{c, d}	UL	3	2	1	2	1	2	1	1
H-2	S	UL	3	2	1	2	1	2	1	1
H-3	NS^{c, d}	UL	6	4	2	4	2	4	2	1
H-3	S	UL	6	4	2	4	2	4	2	1
H-4	NS^{c, d}	UL	7	5	3	5	3	5	3	2
H-4	S	UL	8	6	4	6	4	6	4	3
H-5	NS^{c, d}	4	4	3	3	3	3	3	3	2
H-5	S	4	4	3	3	3	3	3	3	2
I-1 Condition 1	NS^{d, e}	UL	9	4	3	4	3	4	3	2
I-1 Condition 1	S	UL	10	5	4	5	4	5	4	3
I-1 Condition 2	NS^{d, e}	UL	9	4	3	4	3	4	3	2
I-1 Condition 2	S	UL	10	5	3	4	3	4	3	2
I-2	NS^{d, f}	UL	4	2	1	1	NP	1	1	NP
I-2	S	UL	5	3	1	1	NP	1	1	NP
I-3	NS^{d, e}	UL	4	2	1	2	1	2	2	1
I-3	S	UL	5	3	2	3	2	3	3	2
I-4	NS^{d, g}	UL	5	3	2	3	2	3	1	1
I-4	S	UL	6	4	3	4	3	4	2	2
M	NS	UL	11	4	2	4	2	4	3	1
M	S	UL	12	5	3	5	3	5	4	2

(continued)

TABLE 504.4^{a, b} - continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE

OCCUPANCY CLASSIFICATION	TYPE OF CONSTRUCTION
	SEE FOOTNOTES	TYPE I		TYPE II		TYPE III		TYPE IV	TYPE V
	SEE FOOTNOTES	A	B	A	B	A	B	HT	A	B
R-1	NS^{d, h}	UL	11	4	4	4	4	4	3	2
	S13R	4	4	4	4	4	4	4	4	3
	S	UL	12	5	5	5	5	5	4	3
R-2	NS^{d, h}	UL	11	4	4	4	4	4	3	2
	S13R	4	4	4	4	4	4	4	4	3
	S	UL	12	5	5	5	5	5	4	3
R-3	NS^{d, h}	UL	11	4	4	4	4	4	3	3
	S13R	4	4	4	4	4	4	4	4	4
	S	UL	12	5	5	5	5	5	4	4
R-4	NS^{d, h}	UL	11	4	4	4	4	4	3	2
	S13R	4	4	4	4	4	4	4	4	3
	S	UL	12	5	5	5	5	5	4	3
S-1	NS	UL	11	4	2	3	2	4	3	1
S-1	S	UL	12	5	3	4	3	5	4	2
S-2	NS	UL	11	5	3	4	3	4	4	2
S-2	S	UL	12	6	4	5	4	5	5	3
U	NS	UL	5	4	2	3	2	4	2	1
U	S	UL	6	5	3	4	3	5	3	2

Note: UL = Unlimited; NP = Not Permitted; NS = Buildings not equipped throughout with an automatic sprinkler system; S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1; S13R = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.2.

a. See Chapters 4 and 5 for specific exceptions to the allowable height in this chapter.

b. See Section 903.2 for the minimum thresholds for protection by an automatic sprinkler system for specific occupancies.

c. New Group H occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.5.

d. The NS value is only for use in evaluation of existing building height in accordance with the International Existing Building Code.

e. New Group I-1 and I-3 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6. For new Group I-1 occupancies, Condition 1, see Exception 1 of Section 903.2.6.

f. New and existing Group I-2 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6 and Section 1103.5 of the International Fire Code.

g. For new Group I-4 occupancies, see Exceptions 2 and 3 of Section 903.2.6.

h. New Group R occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.8.

This section is considered: Passed

NOTE: The declared building occupancy of B differs from the single occupancy found in the model. Using Occupancy A-4 for the analysis.

The building number of stories (1) does not exceed the maximum allowed number of stories of (1) as specified in Table 504.4 for:

Occupancy - A-4,
Construction Type - Type V-B,
Sprinklered - None.

Section 505 - MEZZANINES AND EQUIPMENT PLATFORMS

Building Code

This section is considered: Not Implemented

This section has not been implemented.

Section 505.1 - General

Building Code

Mezzanines shall comply with Section 505.2. Equipment platforms shall comply with Section 505.3.

This section is considered: Not Implemented

This section has not been implemented.

Section 505.2 - Mezzanines

Building Code

A mezzanine or mezzanines in compliance with Section 505.2 shall be considered a portion of the story below. Such mezzanines shall not contribute to either the building area or number of stories as regulated by Section 503.1. The area of the mezzanine shall be included in determining the fire area. The clear height above and below the mezzanine floor construction shall be not less than 7 feet (2134 mm).

This section is considered: Not Implemented

This section has not been implemented.

Section 505.2.1 - Area limitation

Building Code

The aggregate area of a mezzanine or mezzanines within a room shall be not greater than one-third of the floor area of that room or space in which they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is located. In determining the allowable mezzanine area, the area of the mezzanine shall not be included in the floor area of the room.

Where a room contains both a mezzanine and an equipment platform, the aggregate area of the two raised floor levels shall be not greater than two-thirds of the floor area of that room or space in which they are located.

Exceptions:

1. The aggregate area of mezzanines in buildings and structures of Type I or II construction for special industrial occupancies in accordance with Section 503.1.1 shall be not greater than twothirds of the floor area of the room.

2. The aggregate area of mezzanines in buildings and structures of Type I or II construction shall be not greater than one-half of the floor area of the room in buildings and structures equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1 and an approved emergency voice/alarm communication system in accordance with Section 907.5.2.2.

This section is considered: Not Implemented

This section has not been implemented.

Section 505.2.2 - Means of egress

Building Code

The means of egress for mezzanines shall comply with the applicable provisions of Chapter 10.

This section is considered: Not Implemented

This section has not been implemented.

Section 505.2.3 - Openness

Building Code

A mezzanine shall be open and unobstructed to the room in which such mezzanine is located except for walls not more than 42 inches (1067 mm) in height, columns and posts.

Exceptions:

1. Mezzanines or portions thereof are not required to be open to the room in which the mezzanines are located, provided that the occupant load of the aggregate area of the enclosed space is not greater than 10.

2. A mezzanine having two or more exits or access to exits is not required to be open to the room in which the mezzanine is located.

3. Mezzanines or portions thereof are not required to be open to the room in which the mezzanines are located, provided that the aggregate floor area of the enclosed space is not greater than 10 percent of the mezzanine area.

4. In industrial facilities, mezzanines used for control equipment are permitted to be glazed on all sides.

5. In occupancies other than Groups H and I, that are no more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, a mezzanine having two or more means of egress shall not be required to be open to the room in which the mezzanine is located.

This section is considered: Not Implemented

This section has not been implemented.

Section 505.3 - Equipment platforms

Building Code

Equipment platforms in buildings shall not be considered as a portion of the floor below. Such equipment platforms shall not contribute to either the building area or the number of stories as regulated by Section 503.1. The area of the equipment platform shall not be included in determining the fire area in accordance with Section 903. Equipment platforms shall not be a part of any mezzanine and such platforms and the walkways, stairways, alternating tread devices and ladders providing access to an equipment platform shall not serve as a part of the means of egress from the building.

This section is considered: Not Implemented

This section has not been implemented.

Section 505.3.1 - Area limitation

Building Code

The aggregate area of all equipment platforms within a room shall be not greater than two-thirds of the area of the room in which they are located. Where an equipment platform is located in the same room as a mezzanine, the area of the mezzanine shall be determined by Section 505.2.1 and the combined aggregate area of the equipment platforms and mezzanines shall be not greater than two-thirds of the room in which they are located.

This section is considered: Not Implemented

This section has not been implemented.

Section 505.3.2 - Automatic sprinkler system

Building Code

Where located in a building that is required to be protected by an automatic sprinkler system, equipment platforms shall be fully protected by sprinklers above and below the platform, where required by the standards referenced in Section 903.3.

This section is considered: Not Implemented

This section has not been implemented.

Section 505.3.3 - Guards

Building Code

Equipment platforms shall have guards where required by Section 1015.2.

This section is considered: Not Implemented

This section has not been implemented.

Section 506 - BUILDING AREA

Building Code

The section description is intentionally blank.

This section is considered: Passed

This section does not have any direct requirements to verify. Please refer to the subsections for analysis results.

Section 506.1 - General

Building Code

The floor area of a building shall be determined based on the type of construction, occupancy classification, whether there is an automatic sprinkler system installed throughout the building and the amount of building frontage on public way or open space.

This section is considered: Passed

The allowable floor area of the building was determined based on:

the type of construction: Type V-B
the occupancy classification: B
the availability of a sprinkler system installed throughout the building: None
the amount of building frontage on public way or open space: 49.40 ft

Please refer to the subsections for further analysis results.

Section 506.1.1 - Unlimited area buildings

Building Code

Unlimited area buildings shall be designed in accordance with Section 507.

This section is considered: Understood

It is understood that unlimited area buildings are to be designed in accordance with Section 507

Section 506.1.2 - Special provisions

Building Code

The special provisions of Section 510 permit the use of special conditions that are exempt from, or modify, the specific requirements of this chapter regarding the allowable areas of buildings based on the occupancy classification and type of construction, provided the special condition complies with the provisions specified in Section 510.

This section is considered: Passed

It is understood that Section 510 permits the use of special conditions to alter the allowable area for the building.

Section 506.1.3 - Basements

Building Code

Basements need not be included in the total allowable floor area of a building provided the total area of such basements does not exceed the area permitted for a one-story above grade plane building.

This section is considered: Understood

The SMARTreview APR software does not include basement areas as part of the determination of whether or not the total floor area satisfies the allowable area requirement for the building.

Section 506.2 - Allowable area determination

Building Code

The allowable area of a building shall be determined in accordance with the applicable provisions of Sections 506.2.1 through 506.2.4 and Section 506.3.

TABLE 506.2^{a, b} ALLOWABLE AREA FACTOR (A_t = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET

OCCUPANCY CLASSIFICATION	SEE FOOTNOTES	TYPE OF CONSTRUCTION
		TYPE I		TYPE II		TYPE III		TYPE IV	TYPE V
		A	B	A	B	A	B	HT	A	B
A-1	NS	UL	UL	15,500	8,500	14,000	8,500	15,000	11,500	5,500
	S1	UL	UL	62,000	34,000	56,000	34,000	60,000	46,000	22,000
	SM	UL	UL	46,500	25,500	42,000	25,500	45,000	34,500	16,500
A-2	NS	UL	UL	15,500	9,500	14,000	9,500	15,000	11,500	6,000
	S1	UL	UL	62,000	38,000	56,000	38,000	60,000	46,000	24,000
	SM	UL	UL	46,500	28,500	42,000	28,500	45,000	34,500	18,000
A-3	NS	UL	UL	15,500	9,500	14,000	9,500	15,000	11,500	6,000
	S1	UL	UL	62,000	38,000	56,000	38,000	60,000	46,000	24,000
	SM	UL	UL	46,500	28,500	42,000	28,500	45,000	34,500	18,000
A-4	NS	UL	UL	15,500	9,500	14,000	9,500	15,000	11,500	6,000
	S1	UL	UL	62,000	38,000	56,000	38,000	60,000	46,000	24,000
	SM	UL	UL	46,500	28,500	42,000	28,500	45,000	34,500	18,000
A-5	NS	UL	UL	UL	UL	UL	UL	UL	UL	UL
	S1
	SM
B	NS	UL	UL	37,500	23,000	28,500	19,000	36,000	18,000	9,000
	S1	UL	UL	150,000	92,000	114,000	76,000	144,000	72,000	36,000
	SM	UL	UL	112,500	69,000	85,500	57,000	108,000	54,000	27,000
E	NS	UL	UL	26,500	14,500	23,500	14,500	25,500	18,500	9,500
	S1	UL	UL	106,000	58,000	94,000	58,000	102,000	74,000	38,000
	SM	UL	UL	79,500	43,500	70,500	43,500	76,500	55,500	28,500
F-1	NS	UL	UL	25,000	15,500	19,000	12,000	33,500	14,000	8,500
	S1	UL	UL	100,000	62,000	76,000	48,000	134,000	56,000	34,000
	SM	UL	UL	75,000	46,500	57,000	36,000	100,500	42,000	25,500
F-2	NS	UL	UL	37,500	23,000	28,500	18,000	50,500	21,000	13,000
	S1	UL	UL	150,000	92,000	114,000	72,000	202,000	84,000	52,000
	SM	UL	UL	112,500	69,000	85,500	54,000	151,500	63,000	39,000
H-1	NS^c	21,000	16,500	11,000	7,000	9.500	7,000	10,500	7,500	NP
H-1	S1	21,000	16,500	11,000	7,000	9.500	7,000	10,500	7,500	NP
H-2	NS^c	21,000	16,500	11,000	7,000	9.500	7,000	10,500	7,500	3,000
	S1
	SM
H-3	NS^c	UL	60,000	26,500	14,000	17,500	13,000	25,500	10,000	5,000
	S1
	SM
H-4	NS^{c, d}	UL	UL	37,500	17,500	28,500	17,500	36,000	18,000	6,500
	S1	UL	UL	150,000	70,000	114,000	70,000	144,000	72,000	26,000
	SM	UL	UL	112,500	52,500	85,500	52,500	108,000	54,000	19,500
H-5	NS^{c, d}	UL	UL	37,500	23,000	28,500	19,000	36,000	18,000	9,000
	S1	UL	UL	150,000	92,000	114,000	76,000	144,000	72,000	36,000
	SM	UL	UL	112,500	69,000	85,500	57,000	108000	54,000	27,000

(continued)

TABLE 506.2^{a, b} - continued ALLOWABLE AREA FACTOR (A_t = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET

OCCUPANCY CLASSIFICATION	SEE FOOTNOTES	TYPE OF CONSTRUCTION
		TYPE I		TYPE II		TYPE III		TYPE IV	TYPE V
		A	B	A	B	A	B	HT	A	B
I-1	NS^{d, e}	UL	55,000	19,000	10,000	16,500	10,000	18,000	10,500	4,500
	S1	UL	220,000	76,000	40,000	66,000	40,000	72,000	42,000	18,000
	SM	UL	165,000	57,000	30,000	49,500	30,000	54,000	31,500	13,500
I-2	NS^{d, f}	UL	UL	15,000	11,000	12,000	NP	12,000	9,500	NP
	S1	UL	UL	60,000	44,000	48,000	NP	48,000	38,000	NP
	SM	UL	UL	45,000	33,000	36,000	NP	36,000	28,500	NP
I-3	NS^{d, e}	UL	UL	15,000	10,000	10,500	7,500	12,000	7,500	5,000
	S1	UL	UL	45,000	40,000	42,000	30,000	48,000	30,000	20,000
	SM	UL	UL	45,000	30,000	31,500	22,500	36,000	22,500	15,000
I-4	NS^{d, g}	UL	60.500	26,500	13,000	23,500	13,000	25,500	18,500	9,000
	S1	UL	121,000	106,000	52,000	94,000	52,000	102,000	74,000	36,000
	SM	UL	181,500	79,500	39,000	70,500	39,000	76,500	55,500	27,000
M	NS	UL	UL	21,500	12,500	18,500	12,500	20,500	14,000	9,000
	S1	UL	UL	86,000	50,000	74,000	50,000	82,000	56,000	36,000
	SM	UL	UL	64,500	37,500	55,500	37,500	61,500	42,000	27,000
R-1	NS^{d, h}	UL	UL	24,000	16,000	24,000	16,000	20,500	12,000	7,000
	S13R	UL	UL	24,000	16,000	24,000	16,000	20,500	12,000	7,000
	S1	UL	UL	96,000	64,000	96,000	64,000	82,000	48,000	28,000
	SM	UL	UL	72,000	48,000	72,000	48,000	61,500	36,000	21,000
R-2	NS^{d, h}	UL	UL	24,000	16,000	24,000	16,000	20,500	12,000	7,000
	S13R	UL	UL	24,000	16,000	24,000	16,000	20,500	12,000	7,000
	S1	UL	UL	96,000	64,000	96,000	64,000	82,000	48,000	28,000
	SM	UL	UL	72,000	48,000	72,000	48,000	61,500	36,000	21,000
R-3	NS^{d, h}	UL	UL	UL	UL	UL	UL	UL	UL	UL
	S13R
	S1
	SM
R-4	NS^{d, h}	UL	UL	24,000	16,000	24,000	16,000	20,500	12,000	7,000
	S13R	UL	UL	24,000	16,000	24,000	16,000	20,500	12,000	7,000
	S1	UL	UL	96,000	64,000	96,000	64,000	82,000	48,000	28,000
	SM	UL	UL	72,000	48,000	72,000	48,000	61,500	36,000	21,000
S-1	NS	UL	48,000	26,000	17,500	26,000	17,500	25,500	14,000	9,000
	S1	UL	192,000	104,000	70,000	104,000	70,000	102,000	56,000	36,000
	SM	UL	144,000	78,000	52,500	78,000	52,500	76,500	42,000	27,000
S-2	NS	UL	79,000	39,000	26,000	39,000	26,000	38,500	21,000	13,500
	S1	UL	316,000	156,000	104,000	156,000	104,000	154,000	84,000	54,000
	SM	UL	237,000	117,000	78,000	117,000	78,000	115,500	63,000	40,500
U	NS	UL	35,500	19,000	8,500	14,000	8,500	18,000	9,000	5,500
	S1	UL	142,000	76,000	34,000	56,000	34,000	72,000	36,000	22,000
	SM	UL	106,500	57,000	25,500	42,000	25,500	54,000	27,000	16,500

Note: UL = Unlimited; NP = Not permitted;

For SI: 1 square foot = 0.0929 m².

NS = Buildings not equipped throughout with an automatic sprinkler system; S1 = Buildings a maximum of one story above grade plane equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1; SM = Buildings two or more stories above grade plane equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1; S13R = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.2.

a. See Chapters 4 and 5 for specific exceptions to the allowable height in this chapter.

b. See Section 903.2 for the minimum thresholds for protection by an automatic sprinkler system for specific occupancies.

c. New Group H occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.5.

d. The NS value is only for use in evaluation of existing building area in accordance with the International Existing Building Code.

f. New and existing Group I-2 occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.6 and Section 1103.5 of the International Fire Code.

g. New Group I-4 occupancies see Exceptions 2 and 3 of Section 903.2.6.

h. New Group R occupancies are required to be protected by an automatic sprinkler system in accordance with Section 903.2.8.

This section is considered: Passed

The allowable area of the building was determined in accordance with Section 506.2.1 as there is only one occupancy in the single story building (A-4).

Section 506.2.1 - Single-occupancy, one-story buildings

Building Code

The allowable area of a single-occupancy building with no more than one story above grade plane shall be determined in accordance with Equation 5-1:

A_a = A_t + (NS x I_f)  (Equation 5-1)

where:

A_a	=	Allowable area (square feet).
A_t	=	Tabular allowable area factor (NS, S1, or S13R value, as applicable) in accordance with Table 506.2.
NS	=	Tabular allowable area factor in accordance with Table 506.2 for nonsprinklered building (regardless of whether the building is sprinklered).
I_f	=	Area factor increase due to frontage (percent) as calculated in accordance with Section 506.3.

This section is considered: Passed

NOTE: The declared building occupancy of B differs from the single occupancy found in the model. Using Occupancy A-4 for the analysis.

The building configuration for the Table 506.2 lookup is as follows:

Occupancy - A-4,
Sprinkler Value - None,
Construction Type - Type V-B

The allowable area for the single occupancy, one-story building is as follows:

A_a = A_t + (NS * I_f)  (Equation 5-1)

where:

A_a = 6000.00 sqft
A_t = 6000.00 sqft
NS = 6000.00 sqft
I_f = 0.00%

The measured building area is 2245.89 sqft. This does not exceed the calculated allowable area of 6000.00 sqft.

Section 506.2.2 - Mixed-occupancy, one-story buildings

Building Code

The allowable area of a mixed-occupancy building with no more than one story above grade plane shall be determined in accordance with the applicable provisions of Section 508.1 based on Equation 5-1 for each applicable occupancy.

This section is considered: Not Applicable

This section only applies if the building is single story and mixed occupancies. However, this building has:

A Single Occupancy

Section 506.2.2.1 will not apply as it also only applies for single story mixed occupancy buildings

Section 506.2.2.1 - Group H-2 or H-3 mixed occupancies

Building Code

For a building containing Group H-2 or H-3 occupancies, the allowable area shall be determined in accordance with Section 508.4.2, with the sprinkler system increase applicable only to the portions of the building not classified as Group H-2 or H-3.

This section is considered: Not Applicable

This section only applies if the building is single story and mixed occupancies with H-2 or H-3 occupancies. However, this building has:

A Single Occupancy
Neither H-2 nor H-3 occupancies

Section 506.2.3 - Single-occupancy, multistory buildings

Building Code

The allowable area of a single-occupancy building with more than one story above grade plane shall be determined in accordance with Equation 5-2:

A_a = [A_t + (NS x I_f)] x S_a  (Equation 5-2)

where:

A_a	=	Allowable area (square feet).
A_t	=	Tabular allowable area factor (NS, S13R or SM value, as applicable) in accordance with Table 506.2.
NS	=	Tabular allowable area factor in accordance with Table 506.2 for a nonsprinklered building (regardless of whether the building is sprinklered).
I_f	=	Area factor increase due to frontage (percent) as calculated in accordance with Section 506.3.
S_a	=	Actual number of building stories above grade plane, not to exceed three. For buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.2, use the actual number of building stories above grade plane, not to exceed four.

No individual story shall exceed the allowable area (Aa) as determined by Equation 5-2 using the value of S_a = 1.

This section is considered: Not Applicable

This section does not apply since:

The building is single story

Section 506.2.4 - Mixed-occupancy, multistory buildings

Building Code

Each story of a mixed-occupancy building with more than one story above grade plane shall individually comply with the applicable requirements of Section 508.1. For buildings with more than three stories above grade plane, the total building area shall be such that the aggregate sum of the ratios of the actual area of each story divided by the allowable area of such stories, determined in accordance with Equation 5-3 based on the applicable provisions of Section 508.1, shall not exceed three.

A_a = [A_t + (NS x I_f)]  (Equation 5-3)

where:

A_a	=	Allowable area (square feet).
A_t	=	Tabular allowable area factor (NS, S13R or SM value, as applicable) in accordance with Table 506.2.
NS	=	Tabular allowable area factor in accordance with Table 506.2 for a nonsprinklered building (regardless of whether the building is sprinklered).
I_f	=	Area factor increase due to frontage (percent) as calculated in accordance with Section 506.3.

Exception: For buildings designed as separated occupancies under Section 508.4 and equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.2, the total building area shall be such that the aggregate sum of the ratios of the actual area of each story divided by the allowable area of such stories determined in accordance with Equation 5-3 based on the applicable provisions of Section 508.1, shall not exceed four.

This section is considered: Not Applicable

This section only applies if the building is multi story and mixed occupancies. However, this building has:

A Single Story
A Single Occupancy

Section 506.2.4.1 will not apply as it also only applies for mutli-story, mixed-occupancy buildings

Section 506.2.4.1 - Group H-2 or H-3 mixed occupancies

Building Code

This section is considered: Not Applicable

Since the building does not contain H-2 or H-3 occupancies, this section does not apply.

Section 506.3 - Frontage increase

Building Code

Every building shall adjoin or have access to a public way to receive an area factor increase based on frontage. Area factor increase shall be determined in accordance with Sections 506.3.1 through 506.3.3.

This section is considered: Passed

Please refer to Section 506.3.1 through Section 506.3.3 for calculations involving the area factor increase.

Section 506.3.1 - Minimum percentage of perimeter

Building Code

To qualify for an area factor increase based on frontage, a building shall have not less than 25 percent of its perimeter on a public way or open space. Such open space shall be either on the same lot or dedicated for public use and shall be accessed from a street or approved fire lane.

This section is considered: Passed

The percentage of perimeter that a building has on a public way or open space is calculated as follows:

Percentage of Perimeter = F / P

where:
F = Portion of building perimeter that is adjacent to a public way or open space with a minimum of 20.00 ft
P = Total building perimeter

F = 49.40 ft
P = 209.80 ft
Percentage of Perimeter = 24.00 %

Since the percentage is not greater than 25 %, the building does not qualify for an area factor increase based on frontage. See Section 506.3.3 for the detailed calculation.

Section 506.3.2 - Minimum frontage distance

Building Code

To qualify for an area factor increase based on frontage, the public way or open space adjacent to the building perimeter shall have a minimum distance (W) of 20 feet (6096 mm) measured at right angles from the building face to any of the following:

1. The closest interior lot line.

2. The entire width of a street, alley or public way.

3. The exterior face of an adjacent building on the same property.

Where the value of W is greater than 30 feet (9144 mm), a value of 30 feet (9144 mm) shall be used in calculating the building area increase based on frontage, regardless of the actual width of the public way or open space. Where the value of W varies along the perimeter of the building, the calculation performed in accordance with Equation 5-5 shall be based on the weighted average calculated in accordance with Equation 5-4.

W = (L₁ x w₁ + L₂ x w₂ + L₃ x w₃...) / F  (Equation 5-4)

where:

W		(Width: weighted average) = Calculated width of public way or open space (feet).
L_n	=	Length of a portion of the exterior perimeter wall.
w_n	=	Width (≥ 20 feet) of a public way or open space associated with that portion of the exterior perimeter wall.
F	=	Building perimeter that fronts on a public way or open space having a width of 20 feet (6096 mm) or more.

Exception: Where a building meets the requirements of Section 507, as applicable, except for compliance with the minimum 60-foot (18 288 mm) public way or yard requirement, and the value of W is greater than 30 feet (9144 mm), the value of W shall not exceed 60 feet (18 288 mm).

This section is considered: Passed

The public way or open space adjacent to the building perimeter has a minimum distance (W) of 30.00 ft.

Since the minimum frontage distance (W) is not less than 20.00 ft, the building may qualify for an area factor increase based on frontage. See Section 506.3.3 for the frontage increase calculation.

The Exception is Section 507 has not been implemented. Please verify manually.

Section 506.3.3 - Amount of increase

Building Code

The area factor increase based on frontage shall be determined in accordance with Equation 5-5:

I_f = [ F/P - 0.25 ] x W/30  (Equation 5-5)

where:

I_f	=	Area factor increase due to frontage.
F	=	Building perimeter that fronts on a public way or open space having minimum distance of 20 feet (6096 mm).
P	=	Perimeter of entire building (feet).
W	=	Width of public way or open space (feet) in accordance with Section 506.3.2.

This section is considered: Passed

The area factor increase as follows:

I_f = [ 49.40 ft / 209.80 ft - 0.25 ] * 30.00 ft / 30.00 ft
I_f = 0.00 %

Section 507 - UNLIMITED AREA BUILDINGS

Building Code

This section is considered: Not Implemented

This section has not been implemented.

Section 507.1 - General

Building Code

The area of buildings of the occupancies and configurations specified in Sections 507.1 through 507.12 shall not be limited. Basements not more than one story below grade plane shall be permitted.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.1.1 - Accessory occupancies

Building Code

Accessory occupancies shall be permitted in unlimited area buildings in accordance with the provisions of Section 508.2, otherwise the requirements of Sections 507.3 through 507.13 shall be applied, where applicable.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.2 - Measurement of open spaces

Building Code

Where Sections 507.3 through 507.13 require buildings to be surrounded and adjoined by public ways and yards, those open spaces shall be determined as follows:

1. Yards shall be measured from the building perimeter in all directions to the closest interior lot lines or to the exterior face of an opposing building located on the same lot, as applicable.

2 Where the building fronts on a public way, the entire width of the public way shall be used.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.2.1 - Reduced open space

Building Code

The public ways or yards of 60 feet (18 288 mm) in width required in Sections 507.3, 507.4, 507.5, 507.6 and 507.12 shall be permitted to be reduced to not less than 40 feet (12 192 mm) in width provided all of the following requirements are met:

1. The reduced width shall not be allowed for more than 75 percent of the perimeter of the building.

2. The exterior walls facing the reduced width shall have a fire-resistance rating of not less than 3 hours.

3. Openings in the exterior walls facing the reduced width shall have opening protectives with a fire protection rating of not less than 3 hours.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.3 - Nonsprinklered, one-story buildings

Building Code

The area of a Group F-2 or S-2 building no more than one story in height shall not be limited where the building is surrounded and adjoined by public ways or yards not less than 60 feet (18 288 mm) in width.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.4 - Sprinklered, one-story buildings

Building Code

The area of a Group A-4 building no more than one story above grade plane of other than Type V construction, or the area of a Group B, F, M or S building no more than one story above grade plane of any construction type, shall not be limited where the building is provided with an automatic sprinkler system throughout in accordance with Section 903.3.1.1 and is surrounded and adjoined by public ways or yards not less than 60 feet (18 288 mm) in width.

Exceptions:

1. Buildings and structures of Type I or II construction for rack storage facilities that do not have access by the public shall not be limited in height, provided that such buildings conform to the requirements of Sections 507.4 and 903.3.1.1 and Chapter 32 of the International Fire Code.

2. The automatic sprinkler system shall not be required in areas occupied for indoor participant sports, such as tennis, skating, swimming and equestrian activities in occupancies in Group A-4, provided that both of the following criteria are met:

2.1. Exit doors directly to the outside are provided for occupants of the participant sports areas.

2.2. The building is equipped with a fire alarm system with manual fire alarm boxes installed in accordance with Section 907.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.4.1 - Mixed occupancy buildings with Groups A-1 and A-2

Building Code

Group A-1 and A-2 occupancies of other than Type V construction shall be permitted within mixed occupancy buildings of unlimited area complying with Section 507.4, provided all of the following criteria are met:

1. Group A-1 and A-2 occupancies are separated from other occupancies as required for separated occupancies in Section 508.4.4 with no reduction allowed in the fire-resistance rating of the separation based upon the installation of an automatic sprinkler system.

2. Each area of the portions of the building used for Group A-1 or A-2 occupancies shall not exceed the maximum allowable area permitted for such occupancies in Section 503.1.

3. Exit doors from Group A-1 and A-2 occupancies shall discharge directly to the exterior of the building.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.5 - Two-story buildings

Building Code

The area of a Group B, F, M or S building no more than two stories above grade plane shall not be limited where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 and is surrounded and adjoined by public ways or yards not less than 60 feet (18 288 mm) in width.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.6 - Group A-3 buildings of Type II construction

Building Code

The area of a Group A-3 building no more than one story above grade plane, used as a place of religious worship, community hall, dance hall, exhibition hall, gymnasium, lecture hall, indoor swimming pool or tennis court of Type II construction, shall not be limited provided all of the following criteria are met:

1. The building shall not have a stage other than a platform.

2. The building shall be equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.

3. The building shall be surrounded and adjoined by public ways or yards not less than 60 feet (18 288 mm) in width.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.7 - Group A-3 buildings of Type III and IV construction

Building Code

The area of a Group A-3 building of Type III or IV construction, with no more than one story above grade plane and used as a place of religious worship, community hall, dance hall, exhibition hall, gymnasium, lecture hall, indoor swimming pool or tennis court, shall not be limited provided all of the following criteria are met:

1. The building shall not have a stage other than a platform.

2. The building shall be equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.

3. The assembly floor shall be located at or within 21 inches (533 mm) of street or grade level and all exits are provided with ramps complying with Section 1012 to the street or grade level.

4. The building shall be surrounded and adjoined by public ways or yards not less than 60 feet (18 288 mm) in width.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.8 - Group H-2, H-3 and H-4 occupancies

Building Code

Group H-2, H-3 and H-4 occupancies shall be permitted in unlimited area buildings containing Group F or S occupancies in accordance with Sections 507.4 and 507.5 and the provisions of Sections 507.8.1 through 507.8.4.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.8.1 - Allowable area

Building Code

The aggregate floor area of Group H occupancies located in an unlimited area building shall not exceed 10 percent of the area of the building or the area limitations for the Group H occupancies as specified in Section 506 based on the perimeter of each Group H floor area that fronts on a public way or open space.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.8.1.1 - Located within the building

Building Code

The aggregate floor area of Group H occupancies not located at the perimeter of the building shall not exceed 25 percent of the area limitations for the Group H occupancies as specified in Section 506.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.8.1.1.1 - Liquid use, dispensing and mixing rooms

Building Code

Liquid use, dispensing and mixing rooms having a floor area of not more than 500 square feet (46.5 m²) need not be located on the outer perimeter of the building where they are in accordance with the International Fire Code and NFPA 30.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.8.1.1.2 - Liquid storage rooms

Building Code

Liquid storage rooms having a floor area of not more than 1,000 square feet (93 m²) need not be located on the outer perimeter where they are in accordance with the International Fire Code and NFPA 30.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.8.1.1.3 - Spray paint booths

Building Code

Spray paint booths that comply with the International Fire Code need not be located on the outer perimeter.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.8.2 - Located on building perimeter

Building Code

Except as provided for in Section 507.8.1.1, Group H occupancies shall be located on the perimeter of the building. In Group H-2 and H-3 occupancies, not less than 25 percent of the perimeter of such occupancies shall be an exterior wall.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.8.3 - Occupancy separations

Building Code

Group H occupancies shall be separated from the remainder of the unlimited area building and from each other in accordance with Table 508.4.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.8.4 - Height limitations

Building Code

For two-story, unlimited area buildings, Group H occupancies shall not be located more than one story above grade plane unless permitted based on the allowable height and number of stories and feet as specified in Section 504 based on the type of construction of the unlimited area building.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.9 - Unlimited mixed occupancy buildings with Group H-5

Building Code

The area of a Group B, F, H-5, M or S building no more than two stories above grade plane shall not be limited where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, and is surrounded and adjoined by public ways or yards not less than 60 feet (18 288 mm) in width, provided all of the following criteria are met:

1. Buildings containing Group H-5 occupancy shall be of Type I or II construction.

2. Each area used for Group H-5 occupancy shall be separated from other occupancies as required in Sections 415.11 and 508.4.

3. Each area used for Group H-5 occupancy shall not exceed the maximum allowable area permitted for such occupancies in Section 503.1 including modifications of Section 506.

Exception: Where the Group H-5 occupancy exceeds the maximum allowable area, the Group H-5 shall be subdivided into areas that are separated by 2-hour fire barriers.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.10 - Aircraft paint hangar

Building Code

The area of a Group H-2 aircraft paint hangar no more than one story above grade plane shall not be limited where such aircraft paint hangar complies with the provisions of Section 412.6 and is surrounded and adjoined by public ways or yards not less in width than one and one-half times the building height.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.11 - Group E buildings

Building Code

The area of a Group E building no more than one story above grade plane, of Type II, IIIA or IV construction, shall not be limited provided all of the following criteria are met:

1. Each classroom shall have not less than two means of egress, with one of the means of egress being a direct exit to the outside of the building complying with Section 1022.

2. The building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.

3. The building is surrounded and adjoined by public ways or yards not less than 60 feet (18 288 mm) in width.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.12 - Motion picture theaters

Building Code

In buildings of Type II construction, the area of a motion picture theater located on the first story above grade plane shall not be limited where the building is provided with an automatic sprinkler system throughout in accordance with Section 903.3.1.1 and is surrounded and adjoined by public ways or yards not less than 60 feet (18 288 mm) in width.

This section is considered: Not Implemented

This section has not been implemented.

Section 507.13 - Covered and open mall buildings and anchor buildings

Building Code

The area of covered and open mall buildings and anchor buildings not exceeding three stories in height that comply with Section 402 shall not be limited.

This section is considered: Not Implemented

This section has not been implemented.

Section 508 - MIXED USE AND OCCUPANCY

Building Code

The section description is intentionally blank.

This section is considered: Not Applicable

This section only applies for Mixed Use and Occupancy buildings. This building is a single occupancy building, therefore this section does not apply.

Section 508.1 - General

Building Code

Each portion of a building shall be individually classified in accordance with Section 302.1. Where a building contains more than one occupancy group, the building or portion thereof shall comply with the applicable provisions of Section 508.2, 508.3 or 508.4, or a combination of these sections.

Exceptions:

1. Occupancies separated in accordance with Section 510.

2. Where required by Table 415.6.2, areas of Group H-1, H-2 and H-3 occupancies shall be located in a detached building or structure.

3. Uses within live/work units, complying with Section 419, are not considered separate occupancies.

This section is considered: Not Applicable

This section only applies for Mixed Use and Occupancy buildings. This building is a single occupancy building, therefore this section does not apply.

Section 508.2 - Accessory occupancies

Building Code

Accessory occupancies are those occupancies that are ancillary to the main occupancy of the building or portion thereof. Accessory occupancies shall comply with the provisions of Sections 508.2.1 through 508.2.4.

This section is considered: Not Applicable

This section only applies for Mixed Use and Occupancy buildings. This building is a single occupancy building, therefore this section does not apply.

Section 508.2.1 - Occupancy classification

Building Code

Accessory occupancies shall be individually classified in accordance with Section 302.1. The requirements of this code shall apply to each portion of the building based on the occupancy classification of that space.

This section is considered: Not Applicable

This section only applies for Mixed Use and Occupancy buildings. This building is a single occupancy building, therefore this section does not apply.

Section 508.2.2 - Allowable building height

Building Code

The allowable height and number of stories of the building containing accessory occupancies shall be in accordance with Section 504 for the main occupancy of the building.

This section is considered: Not Applicable

This section only applies for Mixed Use and Occupancy buildings. This building is a single occupancy building, therefore this section does not apply.

Section 508.2.3 - Allowable building area

Building Code

The allowable area of the building shall be based on the applicable provisions of Section 506 for the main occupancy of the building. Aggregate accessory occupancies shall not occupy more than 10 percent of the floor area of the story in which they are located and shall not exceed the tabular values for nonsprinklered buildings in Table 506.2 for each such accessory occupancy.

This section is considered: Not Applicable

This section only applies for Mixed Use and Occupancy buildings. This building is a single occupancy building, therefore this section does not apply.

Section 508.2.4 - Separation of occupancies

Building Code

No separation is required between accessory occupancies and the main occupancy.

Exceptions:

1. Group H-2, H-3, H-4 and H-5 occupancies shall be separated from all other occupancies in accordance with Section 508.4.

2. Group I-1, R-1, R-2 and R-3 dwelling units and sleeping units shall be separated from other dwelling or sleeping units and from accessory occupancies contiguous to them in accordance with the requirements of Section 420.

This section is considered: Not Applicable

This section only applies for Mixed Use and Occupancy buildings. This building is a single occupancy building, therefore this section does not apply.

Section 508.3 - Nonseparated occupancies

Building Code

Buildings or portions of buildings that comply with the provisions of this section shall be considered as nonseparated occupancies.

This section is considered: Not Applicable

This section only applies for Mixed Use and Occupancy buildings. This building is a single occupancy building, therefore this section does not apply.

Section 508.3.1 - Occupancy classification

Building Code

Nonseparated occupancies shall be individually classified in accordance with Section 302.1. The requirements of this code shall apply to each portion of the building based on the occupancy classification of that space. In addition, the most restrictive provisions of Chapter 9 that apply to the nonseparated occupancies shall apply to the total nonseparated occupancy area. Where nonseparated occupancies occur in a high-rise building, the most restrictive requirements of Section 403 that apply to the nonseparated occupancies shall apply throughout the high-rise building.

This section is considered: Not Applicable

This section only applies for Mixed Use and Occupancy buildings. This building is a single occupancy building, therefore this section does not apply.

Section 508.3.2 - Allowable building area and height

Building Code

The allowable building area and height of the building or portion thereof shall be based on the most restrictive allowances for the occupancy groups under consideration for the type of construction of the building in accordance with Section 503.1.

This section is considered: Not Applicable

This section only applies for Mixed Use and Occupancy buildings. This building is a single occupancy building, therefore this section does not apply.

Section 508.3.3 - Separation

Building Code

No separation is required between nonseparated occupancies.

Exceptions:

1. Group H-2, H-3, H-4 and H-5 occupancies shall be separated from all other occupancies in accordance with Section 508.4.

2. Group I-1, R-1, R-2 and R-3 dwelling units and sleeping units shall be separated from other dwelling or sleeping units and from other occupancies contiguous to them in accordance with the requirements of Section 420.

This section is considered: Not Applicable

This section only applies for Mixed Use and Occupancy buildings. This building is a single occupancy building, therefore this section does not apply.

Section 508.4 - Separated occupancies

Building Code

Buildings or portions of buildings that comply with the provisions of this section shall be considered as separated occupancies.

TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HOURS)

OCCUPANCY	A, E		I-1^a, I-3, I-4		I-2		R^a		F-2, S-2^b, U		B^e, F-1, M, S-1		H-1		H-2		H-3, H-4		H-5
OCCUPANCY	S	NS	S	NS	S	NS	S	NS	S	NS	S	NS	S	NS	S	NS	S	NS	S	NS
A, E	N	N	1	2	2	NP	1	2	N	1	1	2	NP	NP	3	4	2	3	2	NP
I-1^a, I-3, I-4	-	-	N	N	2	NP	1	NP	1	2	1	2	NP	NP	3	NP	2	NP	2	NP
I-2	-	-	-	-	N	N	2	NP	2	NP	2	NP	NP	NP	3	NP	2	NP	2	NP
R^a	-	-	-	-	-	-	N	N	1^c	2^c	1	2	NP	NP	3	NP	2	NP	2	NP
F-2, S-2^b, U	-	-	-	-	-	-	-	-	N	N	1	2	NP	NP	3	4	2	3	2	NP
B^e, F-1, M, S-1	-	-	-	-	-	-	-	-	-	-	N	N	NP	NP	2	3	1	2	1	NP
H-1	-	-	-	-	-	-	-	-	-	-	-	-	N	NP	NP	NP	NP	NP	NP	NP
H-2	-	-	-	-	-	-	-	-	-	-	-	-	-	-	N	NP	1	NP	1	NP
H-3, H-4	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	1^d	NP	1	NP
H-5	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	-	N	NP

S = Buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1.

NS = Buildings not equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1.

N = No separation requirement.

NP = Not permitted.

a See Section 420.

b. The required separation from areas used only for private or pleasure vehicles shall be reduced by 1 hour but not to less than 1 hour.

c. See Section 406.3.4.

d. Separation is not required between occupancies of the same classification.

e. See Section 422.2 for ambulatory care facilities.

This section is considered: Not Applicable

This section only applies for Mixed Use and Occupancy buildings. This building is a single occupancy building, therefore this section does not apply.

Section 508.4.1 - Occupancy classification

Building Code

Separated occupancies shall be individually classified in accordance with Section 302.1. Each separated space shall comply with this code based on the occupancy classification of that portion of the building.

This section is considered: Not Applicable

This section only applies for Mixed Use and Occupancy buildings. This building is a single occupancy building, therefore this section does not apply.

Section 508.4.2 - Allowable building area

Building Code

In each story, the building area shall be such that the sum of the ratios of the actual building area of each separated occupancy divided by the allowable building area of each separated occupancy shall not exceed 1.

This section is considered: Not Applicable

This section only applies for Mixed Use and Occupancy buildings. This building is a single occupancy building, therefore this section does not apply.

Section 508.4.3 - Allowable height. Each separated occupancy shall comply with the

Building Code

building height limitations based on the type of construction of the building in accordance with Section 503.1.

Exception: Special provisions of Section 510 shall permit occupancies at building heights other than provided in Section 503.1.

This section is considered: Not Applicable

This section only applies for Mixed Use and Occupancy buildings. This building is a single occupancy building, therefore this section does not apply.

Section 508.4.4 - Separation

Building Code

Individual occupancies shall be separated from adjacent occupancies in accordance with Table 508.4.

This section is considered: Not Applicable

This section only applies for Mixed Use and Occupancy buildings. This building is a single occupancy building, therefore this section does not apply.

Section 508.4.4.1 - Construction

Building Code

Required separations shall be fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both, so as to completely separate adjacent occupancies.

This section is considered: Not Applicable

This section only applies for Mixed Use and Occupancy buildings. This building is a single occupancy building, therefore this section does not apply.

Section 509 - INCIDENTAL USES

Building Code

TABLE 509 INCIDENTAL USES

ROOM OR AREA	SEPARATION AND/OR PROTECTION
Furnace room where any piece of equipment is over 400,000 Btu per hour input	1 hour or provide automatic sprinkler system
Rooms with boilers where the largest piece of equipment is over 15 psi and 10 horsepower	1 hour or provide automatic sprinkler system
Refrigerant machinery room	1 hour or provide automatic sprinkler system
Hydrogen fuel gas rooms, not classified as Group H	1 hour in Group B, F, M, S and U occupancies; 2 hours in Group A, E, I and R occupancies.
Incinerator rooms	2 hours and provide automatic sprinkler system
Paint shops, not classified as Group H, located in occupancies other than Group F	2 hours; or 1 hour and provide automatic sprinkler system
In Group E occupancies, laboratories and vocational shops not classi- fied as Group H	1 hour or provide automatic sprinkler system
In Group I-2 occupancies, laboratories not classified as Group H	1 hour and provide automatic sprinkler system
In ambulatory care facilities, laboratories not classified as Group H	1 hour or provide automatic sprinkler system
Laundry rooms over 100 square feet	1 hour or provide automatic sprinkler system
In Group I-2, laundry rooms over 100 square feet	1 hour
Group I-3 cells and Group I-2 patient rooms equipped with padded surfaces	1 hour
In Group I-2, physical plant maintenance shops	1 hour
In ambulatory care facilities or Group I-2 occupancies, waste and linen collection rooms with containers that have an aggregate volume of 10 cubic feet or greater	1 hour
In other than ambulatory care facilities and Group I-2 occupancies, waste and linen collection rooms over 100 square feet	1 hour or provide automatic sprinkler system
In ambulatory care facilities or Group I-2 occupancies, storage rooms greater than 100 square feet	1 hour
Stationary storage battery systems having a liquid electrolyte capacity of more than 50 gallons for flooded lead-acid, nickel cadmium or VRLA, or more than 1,000 pounds for lithium-ion and lithium metal polymer used for facility standby power, emergency power or uninterruptable power supplies	1 hour in Group B, F, M, S and U occupancies; 2 hours in Group A, E, I and R occupancies.

For SI: 1 square foot = 0.0929 m², 1 pound per square inch (psi) = 6.9 kPa, 1 British thermal unit (Btu) per hour = 0.293 watts, 1 horsepower = 746 watts, 1 gallon = 3.785 L, 1 cubic foot = 0.0283 m³.

This section is considered: Not Implemented

This section has not been implemented.

Section 509.1 - General

Building Code

Incidental uses located within single occupancy or mixed occupancy buildings shall comply with the provisions of this section. Incidental uses are ancillary functions associated with a given occupancy that generally pose a greater level of risk to that occupancy and are limited to those uses listed in Table 509.

Exception: Incidental uses within and serving a dwelling unit are not required to comply with this section.

This section is considered: Not Implemented

This section has not been implemented.

Section 509.2 - Occupancy classification

Building Code

Incidental uses shall not be individually classified in accordance with Section 302.1. Incidental uses shall be included in the building occupancies within which they are located.

This section is considered: Not Implemented

This section has not been implemented.

Section 509.3 - Area limitations

Building Code

Incidental uses shall not occupy more than 10 percent of the building area of the story in which they are located.

This section is considered: Not Implemented

This section has not been implemented.

Section 509.4 - Separation and protection

Building Code

The incidental uses listed in Table 509 shall be separated from the remainder of the building or equipped with an automatic sprinkler system, or both, in accordance with the provisions of that table.

This section is considered: Not Implemented

This section has not been implemented.

Section 509.4.1 - Separation

Building Code

Where Table 509 specifies a fireresistance-rated separation, the incidental uses shall be separated from the remainder of the building by a fire barrier constructed in accordance with Section 707 or a horizontal assembly constructed in accordance with Section 711, or both. Construction supporting 1-hour fire barriers or horizontal assemblies used for incidental use separations in buildings of Type IIB, IIIB and VB construction is not required to be fire-resistance rated unless required by other sections of this code.

This section is considered: Not Implemented

This section has not been implemented.

Section 509.4.2 - Protection

Building Code

Where Table 509 permits an automatic sprinkler system without a fire barrier, the incidental uses shall be separated from the remainder of the building by construction capable of resisting the passage of smoke. The walls shall extend from the top of the foundation or floor assembly below to the underside of the ceiling that is a component of a fire-resistance-rated floor assembly or roof assembly above or to the underside of the floor or roof sheathing, deck or slab above. Doors shall be self- or automatic-closing upon detection of smoke in accordance with Section 716.5.9.3. Doors shall not have air transfer openings and shall not be undercut in excess of the clearance permitted in accordance with NFPA 80. Walls surrounding the incidental use shall not have air transfer openings unless provided with smoke dampers in accordance with Section 710.8.

This section is considered: Not Implemented

This section has not been implemented.

Section 509.4.2.1 - Protection limitation

Building Code

Where an automatic sprinkler system is provided in accordance with Table 509, only the space occupied by the incidental use need be equipped with such a system.

This section is considered: Not Implemented

This section has not been implemented.

Section 510 - SPECIAL PROVISIONS

Building Code

This section is considered: Not Implemented

This section has not been implemented.

Section 510.1 - General

Building Code

The provisions in Sections 510.2 through 510.9 shall permit the use of special conditions that are exempt from, or modify, the specific requirements of this chapter regarding the allowable building heights and areas of buildings based on the occupancy classification and type of construction, provided the special condition complies with the provisions specified in this section for such condition and other applicable requirements of this code. The provisions of Sections 510.2 through 510.8 are to be considered independent and separate from each other.

This section is considered: Not Implemented

This section has not been implemented.

Section 510.2 - Horizontal building separation allowance

Building Code

A building shall be considered as separate and distinct buildings for the purpose of determining area limitations, continuity of fire walls, limitation of number of stories and type of construction where all of the following conditions are met:

1. The buildings are separated with a horizontal assembly having a fire-resistance rating of not less than 3 hours.

2. The building below the horizontal assembly is of Type IA construction.

3. Shaft, stairway, ramp and escalator enclosures through the horizontal assembly shall have not less than a 2-hour fire-resistance rating with opening protectives in accordance with Section 716.5.

Exception: Where the enclosure walls below the horizontal assembly have not less than a 3-hour fireresistance rating with opening protectives in accordance with Section 716.5, the enclosure walls extending above the horizontal assembly shall be permitted to have a 1-hour fire-resistance rating, provided:

1. The building above the horizontal assembly is not required to be of Type I construction;

2. The enclosure connects fewer than four stories; and

3. The enclosure opening protectives above the horizontal assembly have a fire protection rating of not less than 1 hour.

4. The building or buildings above the horizontal assembly shall be permitted to have multiple Group A occupancy uses, each with an occupant load of less 300, or Group B, M, R or S occupancies.

5. The building below the horizontal assembly shall be protected throughout by an approved automatic sprinkler system in accordance with Section 903.3.1.1, and shall be permitted to be any occupancy allowed by this code except Group H.

6. The maximum building height in feet (mm) shall not exceed the limits set forth in Section 504.3 for the building having the smaller allowable height as measured from the grade plane.

This section is considered: Not Implemented

This section has not been implemented.

Section 510.3 - Group S-2 enclosed parking garage with Group S-2 open parking garage

Building Code

above.
A Group S-2 enclosed parking garage with not more than one story above grade plane and located below a Group S-2 open parking garage shall be classified as a separate and distinct building for the purpose of determining the type of construction where all of the following conditions are met:

1. The allowable area of the building shall be such that the sum of the ratios of the actual area divided by the allowable area for each separate occupancy shall not exceed 1.

2. The Group S-2 enclosed parking garage is of Type I or II construction and is at least equal to the fire-resistance requirements of the Group S-2 open parking garage.

3. The height and the number of tiers of the Group S-2 open parking garage shall be limited as specified in Table 406.5.4.

4. The floor assembly separating the Group S-2 enclosed parking garage and Group S-2 open parking garage shall be protected as required for the floor assembly of the Group S-2 enclosed parking garage. Openings between the Group S-2 enclosed parking garage and Group S-2 open parking garage, except exit openings, shall not be required to be protected.

5. The Group S-2 enclosed parking garage is used exclusively for the parking or storage of private motor vehicles, but shall be permitted to contain an office, waiting room and toilet room having a total area of not more than 1,000 square feet (93 m²) and mechanical equipment rooms incidental to the operation of the building.

This section is considered: Not Implemented

This section has not been implemented.

Section 510.4 - Parking beneath Group R

Building Code

Where a maximum one story above grade plane Group S-2 parking garage, enclosed or open, or combination thereof, of Type I construction or open of Type IV construction, with grade entrance, is provided under a building of Group R, the number of stories to be used in determining the minimum type of construction shall be measured from the floor above such a parking area. The floor assembly between the parking garage and the Group R above shall comply with the type of construction required for the parking garage and shall also provide a fireresistance rating not less than the mixed occupancy separation required in Section 508.4.

This section is considered: Not Implemented

This section has not been implemented.

Section 510.5 - Group R-1 and R-2 buildings of Type IIIA construction

Building Code

The height limitation for buildings of Type IIIA construction in Groups R-1 and R-2 shall be increased to six stories and 75 feet (22 860 mm) where the first floor assembly above the basement has a fire-resistance rating of not less than 3 hours and the floor area is subdivided by 2-hour fireresistance-rated fire walls into areas of not more than 3,000 square feet (279 m²).

This section is considered: Not Implemented

This section has not been implemented.

Section 510.6 - Group R-1 and R-2 buildings of Type IIA construction

Building Code

The height limitation for buildings of Type IIA construction in Groups R-1 and R-2 shall be increased to nine stories and 100 feet (30 480 mm) where the building is separated by not less than 50 feet (15 240 mm) from any other building on the lot and from lot lines, the exits are segregated in an area enclosed by a 2-hour fire-resistance-rated fire wall and the first floor assembly has a fire-resistance rating of not less than 1¹/₂ hours.

This section is considered: Not Implemented

This section has not been implemented.

Section 510.7 - Open parking garage beneath Groups A, I, B, M and R

Building Code

Open parking garages constructed under Groups A, I, B, M and R shall not exceed the height and area limitations permitted under Section 406.5. The height and area of the portion of the building above the open parking garage shall not exceed the limitations in Section 503 for the upper occupancy. The height, in both feet and stories, of the portion of the building above the open parking garage shall be measured from grade plane and shall include both the open parking garage and the portion of the building above the parking garage.

This section is considered: Not Implemented

This section has not been implemented.

Section 510.7.1 - Fire separation

Building Code

Fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711 between the parking occupancy and the upper occupancy shall correspond to the required fire-resistance rating prescribed in Table 508.4 for the uses involved. The type of construction shall apply to each occupancy individually, except that structural members, including main bracing within the open parking structure, which is necessary to support the upper occupancy, shall be protected with the more restrictive fire-resistance-rated assemblies of the groups involved as shown in Table 601. Means of egress for the upper occupancy shall conform to Chapter 10 and shall be separated from the parking occupancy by fire barriers having not less than a 2-hour fire-resistance rating as required by Section 707 with self-closing doors complying with Section 716 or horizontal assemblies having not less than a 2-hour fire-resistance rating as required by Section 711, with self-closing doors complying with Section 716. Means of egress from the open parking garage shall comply with Section 406.5.

This section is considered: Not Implemented

This section has not been implemented.

Section 510.8 - Group B or M buildings with Group S-2 open parking garage above

Building Code

Group B or M occupancies located below a Group S-2 open parking garage of a lesser type of construction shall be considered as a separate and distinct building from the Group S-2 open parking garage for the purpose of determining the type of construction where all of the following conditions are met:

1. The buildings are separated with a horizontal assembly having a fire-resistance rating of not less than 2 hours.

2. The occupancies in the building below the horizontal assembly are limited to Groups B and M.

3. The occupancy above the horizontal assembly is limited to a Group S-2 open parking garage.

4. The building below the horizontal assembly is of Type IA construction.

Exception: The building below the horizontal assembly shall be permitted to be of Type IB or II construction, but not less than the type of construction required for the Group S-2 open parking garage above, where the building below is not greater than one story in height above grade plane.

5. The height and area of the building below the horizontal assembly does not exceed the limits set forth in Section 503.

6. The height and area of the Group S-2 open parking garage does not exceed the limits set forth in Section 406.5. The height, in both feet and stories, of the Group S-2 open parking garage shall be measured from grade plane and shall include the building below the horizontal assembly.

7. Exits serving the Group S-2 open parking garage discharge directly to a street or public way and are separated from the building below the horizontal assembly by 2-hour fire barriers constructed in accordance with Section 707 or 2-hour horizontal assemblies constructed in accordance with Section 711, or both.

This section is considered: Not Implemented

This section has not been implemented.

Section 510.9 - Multiple buildings above a horizontal assembly

Building Code

Where two or more buildings are provided above the horizontal assembly separating a Group S-2 parking garage or building below from the buildings above in accordance with the special provisions in Section 510.2, 510.3 or 510.8, the buildings above the horizontal assembly shall be regarded as separate and distinct buildings from each other and shall comply with all other provisions of this code as applicable to each separate and distinct building.

This section is considered: Not Implemented

This section has not been implemented.

Chapter 6 - Types Of Construction

This chapter is considered: Passed.

Refer to each section or subsection for the results of analysis as it relates to the model under analysis.

A summary of results for the major sections is listed below.

Section 601 - GENERAL

Building Code

TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)

BUILDING ELEMENT	TYPE I		TYPE II		TYPE III		TYPE IV	TYPE V
BUILDING ELEMENT	A	B	A	B	A	B	HT	A	B
Primary structural frame^f (see Section 202)	₃^a	₂^a	1	0	1	0	HT	1	0
Bearing walls
Exterior^{e, f}	3	2	1	0	2	2	2	1	0
Interior	3^a	2^a	1	0	1	0	1/HT	1	0
Nonbearing walls and partitions Exterior	See Table 602
Nonbearing walls and partitions Interior^d	0	0	0	0	0	0	See Section 602.4.6	0	0
Floor construction and associated secondary members (see Section 202)	2	2	1	0	1	0	HT	1	0
Roof construction and associated secondary members (see Section 202)	1¹/₂^b	1^b,c	1^b,c	0^c	1^b,c	0	HT	1^b,c	0

For SI: 1 foot = 304.8 mm.

a. Roof supports: Fire-resistance ratings of primary structural frame and bearing walls are permitted to be reduced by 1 hour where supporting a roof only.

b. Except in Group F-1, H, M and S-1 occupancies, fire protection of structural members shall not be required, including protection of roof framing and decking where every part of the roof construction is 20 feet or more above any floor immediately below. Fire-retardant-treated wood members shall be allowed to be used for such unprotected members.

c. In all occupancies, heavy timber shall be allowed where a 1-hour or less fire-resistance rating is required.

d. Not less than the fire-resistance rating required by other sections of this code.

e. Not less than the fire-resistance rating based on fire separation distance (see Table 602).

f. Not less than the fire-resistance rating as referenced in Section 704.10.

This section is considered: Understood

This section does not have any direct requirements to verify. Please refer to the subsections for analysis results.

Section 601.1 - Scope

Building Code

The provisions of this chapter shall control the classification of buildings as to type of construction.

This section is considered: Understood

It is understood that the provisions in this chapter control the classifications of buildings as to the type of construction.

Section 602 - CONSTRUCTION CLASSIFICATION

Building Code

TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE^{a, d, g}

FIRE SEPARATION DISTANCE = X (feet)	TYPE OF CONSTRUCTION	OCCUPANCY GROUP H^e	OCCUPANCY GROUP F-1, M, S-1^f	OCCUPANCY GROUP A, B, E, F-2, I, R, S-2, U^h
X < 5^b	All	3	2	1
5 ≤ X < 10	IA	3	2	1
5 ≤ X < 10	Others	2	1	1
10 ≤ X < 30	IA, IB	2	1	1^c
	IIB, VB	1	0	0
	Others	1	1	1^c
X ≥ 30	All	0	0	0

For SI: 1 foot = 304.8 mm.

a. Load-bearing exterior walls shall also comply with the fire-resistance rating requirements of Table 601.

b. See Section 706.1.1 for party walls.

c. Open parking garages complying with Section 406 shall not be required to have a fire-resistance rating.

d. The fire-resistance rating of an exterior wall is determined based upon the fire separation distance of the exterior wall and the story in which the wall is located.

e. For special requirements for Group H occupancies, see Section 415.6.

f. For special requirements for Group S aircraft hangars, see Section 412.4.1.

g. Where Table 705.8 permits nonbearing exterior walls with unlimited area of unprotected openings, the required fire-resistance rating for the exterior walls is 0 hours.

h. For a building containing only a Group U occupancy private garage or carport, the exterior wall shall not be required to have a fire-resistance rating where the fire separation distance is 5 feet (1523 mm) or greater.

This section is considered: Passed

This section does not have any direct requirements to verify. Please refer to the subsections for analysis results.

Section 602.1 - General

Building Code

Buildings and structures erected or to be erected, altered or extended in height or area shall be classified in one of the five construction types defined in Sections 602.2 through 602.5. The building elements shall have a fireresistance rating not less than that specified in Table 601 and exterior walls shall have a fire-resistance rating not less than that specified in Table 602. Where required to have a fire-resistance rating by Table 601, building elements shall comply with the applicable provisions of Section 703.2. The protection of openings, ducts and air transfer openings in building elements shall not be required unless required by other provisions of this code.

This section is considered: Passed

The following elements are verified by this section:

Exterior Bearing Walls
Interior Bearing Walls
Exterior Nonbearing Walls
Interior Nonbearing Walls
Floor Construction
Roof Construction

Please verify that each element has been properly configured with the correct fire-resistive rating in accordance with the type of construction used for the element.

NOTE: the following elements are currently not verified:

Primary Structural Frame elements
Floor Construction Secondary Members
Roof Construction Secondary Members

Please refer to the below sections for the analysis results.

Exterior Bearing Walls Analysis

Exterior Bearing Wall Analysis Result: Passed

The minimum required fire resistive rating in hours for Exterior Bearing Walls varies based on Table 601 and Table 602. The most restrictive fire resistance rating was used. All Exterior Bearing Walls in the building have met or exceeded this minimum required value. Please see the below table for a detailed analysis.

Wall	Result	Reason
East	Passed	The exterior bearing wall is (2.88 ft) from the property line. The distance to property line requires that the wall have a fire rating of at least (1 hours). The wall has a fire rating of (1.0 hours) which meets or exceeds the minimum required rating.

Interior Bearing Walls Analysis

Interior Bearing Wall Analysis Result: Passed

The minimum required fire resistive rating in hours for Interior Bearing Walls in Type V-B construction is 0 hours. All Interior Bearing Walls in the building met or exceeded this minimum required value. Please see the below table for a detailed analysis.

Wall	Result	Reason
Not Set (570023)	Passed	The interior bearing wall is required to have a minimum fire rating of (0 hours). The wall has a fire rating of (0.0 hours) which meets or exceeds the minimum required rating.

Exterior Nonbearing Walls Analysis

Exterior Nonbearing Wall Analysis Result: Passed

The minimum required fire resistive rating in hours for Exterior Nonbearing Walls varies based on the occupancy and the Fire Separation Distance associated with the wall. For walls that are associated with multiple occupancies, the most restrictive fire resistance rating was used.All Exterior Nonbearing Walls in the building have met or exceeded this minimum required value. Please see the below table for a detailed analysis.

Wall	Result	Reason
North	Passed	The exterior nonbearing wall is (31.85 ft) from the property line. The distance to property line requires that the wall have a fire rating of at least (0 hours). The wall has a fire rating of (0.0 hours) which meets or exceeds the minimum required rating.
South	Passed	The exterior nonbearing wall is (9.66 ft) from the property line. The distance to property line requires that the wall have a fire rating of at least (1 hours). The wall has a fire rating of (1.0 hours) which meets or exceeds the minimum required rating.
West	Passed	The exterior nonbearing wall is (47.55 ft) from the property line. The distance to property line requires that the wall have a fire rating of at least (0 hours). The wall has a fire rating of (1.0 hours) which meets or exceeds the minimum required rating.
Not Set (579291)	Passed	The exterior nonbearing wall is (2.88 ft) from the property line. The distance to property line requires that the wall have a fire rating of at least (1 hours). The wall has a fire rating of (1.0 hours) which meets or exceeds the minimum required rating.
Not Set (579456)	Passed	The exterior nonbearing wall is (10.68 ft) from the property line. The distance to property line requires that the wall have a fire rating of at least (0 hours). The wall has a fire rating of (0.0 hours) which meets or exceeds the minimum required rating.
Not Set (579537)	Passed	The exterior nonbearing wall is (25.88 ft) from the property line. The distance to property line requires that the wall have a fire rating of at least (0 hours). The wall has a fire rating of (0.0 hours) which meets or exceeds the minimum required rating.

Interior Nonbearing Walls Analysis

Interior Nonbearing Wall Analysis Result: Passed

The minimum required fire resistive rating in hours for Interior Nonbearing Walls in Type V-B construction is 0 hours. All Interior Nonbearing Walls in the building met or exceeded this minimum required value. Please see the below table for a detailed analysis.

Wall	Result	Reason
Not Set (569640)	Passed	The interior nonbearing wall is required to have a minimum fire rating of (0 hours). The wall has a fire rating of (0.0 hours) which meets or exceeds the minimum required rating.
Not Set (572366)	Passed	The interior nonbearing wall is required to have a minimum fire rating of (0 hours). The wall has a fire rating of (0.0 hours) which meets or exceeds the minimum required rating.
Not Set (572471)	Passed	The interior nonbearing wall is required to have a minimum fire rating of (0 hours). The wall has a fire rating of (0.0 hours) which meets or exceeds the minimum required rating.

Floors Analysis

Floors Analysis Result: Passed

The minimum required fire resistive rating in hours for Floors in Type V-B construction is 0 hours. All Floors in the building met or exceeded this minimum required value. Please see the below table for a detailed analysis.

Floor ID	Result	Reason
569045	Passed	The floor is required to have a minimum fire rating of (0 hours). The floor has a fire rating of (0.0 hours) which meets or exceeds the minimum required rating.
579994	Passed	The floor is required to have a minimum fire rating of (0 hours). The floor has a fire rating of (0.0 hours) which meets or exceeds the minimum required rating.

Roofs Analysis

Roofs Analysis Result: Passed

The minimum required fire resistive rating in hours for Roofs in Type V-B construction is 0 hours. All Roofs in the building met or exceeded this minimum required value. Please see the below table for a detailed analysis.

Roof ID	Result	Reason
569134	Passed	The roof is required to have a minimum fire rating of (0 hours). The roof has a fire rating of (0.0 hours) which meets or exceeds the minimum required rating.
580188	Passed	The roof is required to have a minimum fire rating of (0 hours). The roof has a fire rating of (0.0 hours) which meets or exceeds the minimum required rating.

Section 602.1.1 - Minimum requirements

Building Code

A building or portion thereof shall not be required to conform to the details of a type of construction higher than that type which meets the minimum requirements based on occupancy even though certain features of such a building actually conform to a higher type of construction.

This section is considered: Not Implemented

This section has not been implemented.

Section 602.2 - Types I and II

Building Code

Types I and II construction are those types of construction in which the building elements listed in Table 601 are of noncombustible materials, except as permitted in Section 603 and elsewhere in this code.

This section is considered: Understood

It is understood that Types I and II construction are those types of construction in which the building elements in Table 601 are of noncombustible materials.

Section 602.3 - Type III

Building Code

Type III construction is that type of construction in which the exterior walls are of noncombustible materials and the interior building elements are of any material permitted by this code. Fire-retardant-treated wood framing complying with Section 2303.2 shall be permitted within exterior wall assemblies of a 2-hour rating or less.

This section is considered: Not Implemented

This section has not been implemented.

Section 602.4 - Type IV

Building Code

Type IV construction (Heavy Timber, HT) is that type of construction in which the exterior walls are of noncombustible materials and the interior building elements are of solid or laminated wood without concealed spaces. The details of Type IV construction shall comply with the provisions of this section and Section 2304.11. Exterior walls complying with Section 602.4.1 or 602.4.2 shall be permitted. Minimum solid sawn nominal dimensions are required for structures built using Type IV construction (HT). For gluedlaminated members and structural composite lumber (SCL) members, the equivalent net finished width and depths corresponding to the minimum nominal width and depths of solid sawn lumber are required as specified in Table 602.4. Crosslaminated timber (CLT) dimensions used in this section are actual dimensions.

TABLE 602.4 WOOD MEMBER SIZE EQUIVALENCIES

MINIMUM NOMINAL SOLID SAWN SIZE		MINIMUM GLUED-LAMINATED NET SIZE		MINIMUM STRUCTURAL COMPOSITE LUMBER NET SIZE
Width, inch	Depth, inch	Width, inch	Depth, inch	Width, inch	Depth, inch
8	8	6³/₄	8¹/₄	7	7¹/₂
6	10	5	10¹/₂	5¹/₄	9¹/₂
6	8	5	8¹/₄	5¹/₄	7¹/₂
6	6	5	6	5¹/₄	5¹/₂
4	6	3	6⁷/₈	3¹/₂	5¹/₂

For SI: 1 inch = 25.4 mm.

This section is considered: Not Implemented

This section has not been implemented.

Section 602.4.1 - Fire-retardant-treated wood in exterior walls

Building Code

Fire-retardant-treated wood framing complying with Section 2303.2 shall be permitted within exterior wall assemblies with a 2-hour rating or less.

This section is considered: Not Implemented

This section has not been implemented.

Section 602.4.2 - Cross-laminated timber in exterior walls

Building Code

Cross-laminated timber complying with Section 2303.1.4 shall be permitted within exterior wall assemblies with a 2-hour rating or less, provided the exterior surface of the cross-laminated timber is protected by one the following:

1. Fire-retardant-treated wood sheathing complying with Section 2303.2 and not less than ¹⁵/₃₂ inch (12 mm) thick;

2. Gypsum board not less than ¹/₂inch (12.7 mm) thick; or

3. A noncombustible material.

This section is considered: Not Implemented

This section has not been implemented.

Section 602.4.3 - Columns

Building Code

Wood columns shall be sawn or glued laminated and shall be not less than 8 inches (203 mm), nominal, in any dimension where supporting floor loads and not less than 6 inches (152 mm) nominal in width and not less than 8 inches (203 mm) nominal in depth where supporting roof and ceiling loads only. Columns shall be continuous or superimposed and connected in an approved manner. Protection in accordance with Section 704.2 is not required.

This section is considered: Not Implemented

This section has not been implemented.

Section 602.4.4 - Floor framing

Building Code

Wood beams and girders shall be of sawn or glued-laminated timber and shall be not less than 6 inches (152 mm) nominal in width and not less than 10 inches (254 mm) nominal in depth. Framed sawn or glued-laminated timber arches, which spring from the floor line and support floor loads, shall be not less than 8 inches (203 mm) nominal in any dimension. Framed timber trusses supporting floor loads shall have members of not less than 8 inches (203 mm) nominal in any dimension.

This section is considered: Not Implemented

This section has not been implemented.

Section 602.4.5 - Roof framing

Building Code

Wood-frame or glued-laminated arches for roof construction, which spring from the floor line or from grade and do not support floor loads, shall have members not less than 6 inches (152 mm) nominal in width and have not less than 8 inches (203 mm) nominal in depth for the lower half of the height and not less than 6 inches (152 mm) nominal in depth for the upper half. Framed or glued-laminated arches for roof construction that spring from the top of walls or wall abutments, framed timber trusses and other roof framing, which do not support floor loads, shall have members not less than 4 inches (102 mm) nominal in width and not less than 6 inches (152 mm) nominal in depth. Spaced members shall be permitted to be composed of two or more pieces not less than 3 inches (76 mm) nominal in thickness where blocked solidly throughout their intervening spaces or where spaces are tightly closed by a continuous wood cover plate of not less than 2 inches (51 mm) nominal in thickness secured to the underside of the members. Splice plates shall be not less than 3 inches (76 mm) nominal in thickness. Where protected by approved automatic sprinklers under the roof deck, framing members shall be not less than 3 inches (76 mm) nominal in width.

This section is considered: Not Implemented

This section has not been implemented.

Section 602.4.6 - Floors

Building Code

Floors shall be without concealed spaces. Wood floors shall be constructed in accordance with Section 602.4.6.1 or 602.4.6.2.

This section is considered: Not Implemented

This section has not been implemented.

Section 602.4.6.1 - Sawn or glued-laminated plank floors

Building Code

Sawn or glued-laminated plank floors shall be one of the following:

1. Sawn or glued-laminated planks, splined or tongue-and-groove, of not less than 3 inches (76 mm) nominal in thickness covered with 1-inch (25 mm) nominal dimension tongue-and-groove flooring, laid crosswise or diagonally, ¹⁵/₃₂-inch (12 mm) wood structural panel or ¹/₂-inch (12.7 mm) particleboard.

2. Planks not less than 4 inches (102 mm) nominal in width set on edge close together and well spiked and covered with 1-inch (25 mm) nominal dimension flooring or ¹⁵/₃₂-inch (12 mm) wood structural panel or ¹/₂-inch (12.7 mm) particleboard.

The lumber shall be laid so that no continuous line of joints will occur except at points of support. Floors shall not extend closer than ¹/₂ inch (12.7 mm) to walls. Such ¹/₂-inch (12.7 mm) space shall be covered by a molding fastened to the wall and so arranged that it will not obstruct the swelling or shrinkage movements of the floor. Corbelling of masonry walls under the floor shall be permitted to be used in place of molding.

This section is considered: Not Implemented

This section has not been implemented.

Section 602.4.6.2 - Cross-laminated timber floors

Building Code

Cross-laminated timber shall be not less than 4 inches (102 mm) in thickness. Cross-laminated timber shall be continuous from support to support and mechanically fastened to one another. Cross-laminated timber shall be permitted to be connected to walls without a shrinkage gap providing swelling or shrinking is considered in the design. Corbelling of masonry walls under the floor shall be permitted to be used.

This section is considered: Not Implemented

This section has not been implemented.

Section 602.4.7 - Roofs

Building Code

Roofs shall be without concealed spaces and wood roof decks shall be sawn or glued laminated, splined or tongue-and-groove plank, not less than 2 inches (51 mm) nominal in thickness; 1¹/₈-inch-thick (32 mm) wood structural panel (exterior glue); planks not less than 3 inches (76 mm) nominal in width, set on edge close together and laid as required for floors; or of cross-laminated timber. Other types of decking shall be permitted to be used if providing equivalent fire resistance and structural properties.

Cross-laminated timber roofs shall be not less than 3 inches (76 mm) nominal in thickness and shall be continuous from support to support and mechanically fastened to one another.

This section is considered: Not Implemented

This section has not been implemented.

Section 602.4.8 - Partitions and walls

Building Code

Partitions and walls shall comply with Section 602.4.8.1 or 602.4.8.2.

This section is considered: Not Implemented

This section has not been implemented.

Section 602.4.8.1 - Interior walls and partitions

Building Code

Interior walls and partitions shall be of solid wood construction formed by not less than two layers of 1-inch (25 mm) matched boards or laminated construction 4 inches (102 mm) thick, or of 1-hour fire-resistance-rated construction.

This section is considered: Not Implemented

This section has not been implemented.

Section 602.4.8.2 - Exterior walls

Building Code

Exterior walls shall be of one of the following:

1. Noncombustible materials.

2. Not less than 6 inches (152 mm) in thickness and constructed of one of the following:

2.1. Fire-retardant-treated wood in accordance with Section 2303.2 and complying with Section 602.4.1.

2.2. Cross-laminated timber complying with Section 602.4.2.

This section is considered: Not Implemented

This section has not been implemented.

Section 602.4.9 - Exterior structural members

Building Code

Where a horizontal separation of 20 feet (6096 mm) or more is provided, wood columns and arches conforming to heavy timber sizes shall be permitted to be used externally.

This section is considered: Not Implemented

This section has not been implemented.

Section 602.5 - Type V

Building Code

Type V construction is that type of construction in which the structural elements, exterior walls and interior walls are of any materials permitted by this code.

This section is considered: Understood

It is understood that Type V construction is that type of construction in which the structural elements, exterior walls and interior walls are of any materials permitted in the code.

Section 603 - COMBUSTIBLE MATERIAL IN TYPES I AND II CONSTRUCTION

Building Code

The section description is intentionally blank.

This section is considered: Understood

This section does not have any direct requirements to verify. Please refer to the subsections for analysis results.

Section 603.1 - Allowable materials

Building Code

Combustible materials shall be permitted in buildings of Type I or II construction in the following applications and in accordance with Sections 603.1.1 through 603.1.3:

1. Fire-retardant-treated wood shall be permitted in:

1.1. Nonbearing partitions where the required fireresistance rating is 2 hours or less.

1.2. Nonbearing exterior walls where fire-resistance-rated construction is not required.

1.3. Roof construction, including girders, trusses, framing and decking.

Exception: In buildings of Type IA construction exceeding two stories above grade plane, fire-retardant-treated wood is not permitted in roof construction where the vertical distance from the upper floor to the roof is less than 20 feet (6096 mm).

2. Thermal and acoustical insulation, other than foam plastics, having a flame spread index of not more than 25.

Exceptions:

1. Insulation placed between two layers of noncombustible materials without an intervening airspace shall be allowed to have a flame spread index of not more than 100.

2. Insulation installed between a finished floor and solid decking without intervening airspace shall be allowed to have a flame spread index of not more than 200.

3. Foam plastics in accordance with Chapter 26.

4. Roof coverings that have an A, B or C classification.

5. Interior floor finish and floor covering materials installed in accordance with Section 804.

6. Millwork such as doors, door frames, window sashes and frames.

7. Interior wall and ceiling finishes installed in accordance with Sections 801 and 803.

8. Trim installed in accordance with Section 806.

9. Where not installed greater than 15 feet (4572 mm) above grade, show windows, nailing or furring strips and wooden bulkheads below show windows, including their frames, aprons and show cases.

10. Finish flooring installed in accordance with Section 805.

11. Partitions dividing portions of stores, offices or similar places occupied by one tenant only and that do not establish a corridor serving an occupant load of 30 or more shall be permitted to be constructed of fire-retardant-treated wood, 1-hour fire-resistance-rated construction or of wood panels or similar light construction up to 6 feet (1829 mm) in height.

12. Stages and platforms constructed in accordance with Sections 410.3 and 410.4, respectively.

13. Combustible exterior wall coverings, balconies and similar projections and bay or oriel windows in accordance with Chapter 14.

14. Blocking such as for handrails, millwork, cabinets and window and door frames.

15. Light-transmitting plastics as permitted by Chapter 26.

16. Mastics and caulking materials applied to provide flexible seals between components of exterior wall construction.

17. Exterior plastic veneer installed in accordance with Section 2605.2.

18. Nailing or furring strips as permitted by Section 803.13.

19. Heavy timber as permitted by Note c to Table 601 and Sections 602.4.7 and 1406.3.

20. Aggregates, component materials and admixtures as permitted by Section 703.2.2.

21. Sprayed fire-resistant materials and intumescent and mastic fire-resistant coatings, determined on the basis of fire resistance tests in accordance with Section 703.2 and installed in accordance with Sections 1705.14 and 1705.15, respectively.

22. Materials used to protect penetrations in fire-resistance-rated assemblies in accordance with Section 714.

23. Materials used to protect joints in fire-resistance-rated assemblies in accordance with Section 715.

24. Materials allowed in the concealed spaces of buildings of Types I and II construction in accordance with Section 718.5.

25. Materials exposed within plenums complying with Section 602 of the International Mechanical Code.

26. Wall construction of freezers and coolers of less than 1,000 square feet (92.9 m²), in size, lined on both sides with noncombustible materials and the building is protected throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.

This section is considered: Understood

This section has not been implemented.

Section 603.1.1 - Ducts

Building Code

The use of nonmetallic ducts shall be permitted where installed in accordance with the limitations of the International Mechanical Code.

This section is considered: Understood

It is understood that nonmetallic ducts are to be permitted where installed in accordance with the limitations of the International Mechanical Code.

Section 603.1.2 - Piping

Building Code

The use of combustible piping materials shall be permitted where installed in accordance with the limitations of the International Mechanical Code and the International Plumbing Code.

This section is considered: Understood

It is understood that the use of combustible piping materials is permitted where installed in accordance with the limitations of the International Mechanical Code and the International Plumbing Code.

Section 603.1.3 - Electrical

Building Code

The use of electrical wiring methods with combustible insulation, tubing, raceways and related components shall be permitted where installed in accordance with the limitations of this code.

This section is considered: Understood

It is understood that the use of electrical wiring methods with combustible insulation, tubing, raceways and related components are permitted where installed in accordance with the limitations of this code.

Chapter 7 - Fire And Smoke Protection Features

This chapter is considered: Failed.

Refer to each section or subsection for the results of analysis as it relates to the model under analysis.

A summary of results for the major sections is listed below.

Section 701 - GENERAL

Building Code

The section description is intentionally blank.

This section is considered: Understood

This section does not have any direct requirements to verify. Please refer to the subsections for analysis results.

Section 701.1 - Scope

Building Code

The provisions of this chapter shall govern the materials, systems and assemblies used for structural fire resistance and fire-resistance-rated construction separation of adjacent spaces to safeguard against the spread of fire and smoke within a building and the spread of fire to or from buildings.

This section is considered: Understood

It is understood that the provisions of this chapter govern the materials, systems and assemblies used for structural fire resistance and fire-resistance-rated construction separation of adjacent spaces to safeguard against the spread of fire and smoke within a building and the spread of fire to or from buildings.

Section 701.2 - Multiple use fire assemblies

Building Code

Fire assemblies that serve multiple purposes in a building shall comply with all of the requirements that are applicable for each of the individual fire assemblies.

This section is considered: Understood

It is understood that fire assemblies that serve multiple purposes in a building are to comply with all of the requirements that are applicable for each of the individual fire assemblies.

Section 702 - DEFINITIONS

Building Code

The section description is intentionally blank.

This section is considered: Understood

This section does not have any direct requirements to verify. Please refer to the subsections for analysis results.

Section 702.1 - Definitions

Building Code

The following terms are defined in Chapter 2:

ANNULAR SPACE.

BUILDING ELEMENT.

CEILING RADIATION DAMPER.

COMBINATION FIRE/SMOKE DAMPER.

CORRIDOR DAMPER.

DAMPER.

DRAFTSTOP

F RATING.

FIRE BARRIER.

FIRE DAMPER.

FIRE DOOR.

FIRE DOOR ASSEMBLY.

FIRE PARTITION.

FIRE PROTECTION RATING.

FIRE-RATED GLAZING.

FIRE RESISTANCE.

FIRE-RESISTANCE RATING.

FIRE-RESISTANT JOINT SYSTEM.

FIRE SEPARATION DISTANCE.

FIRE WALL.

FIRE WINDOW ASSEMBLY.

FIREBLOCKING.

FLOOR FIRE DOOR ASSEMBLY.

HORIZONTAL ASSEMBLY.

JOINT.

L RATING.

MEMBRANE PENETRATION.

MEMBRANE-PENETRATION FIRESTOP.

MEMBRANE-PENETRATION FIRESTOP SYSTEM.

MINERAL FIBER.

MINERAL WOOL.

PENETRATION FIRESTOP.

SELF-CLOSING.

SHAFT.

SHAFT ENCLOSURE.

SMOKE BARRIER.

SMOKE COMPARTMENT.

SMOKE DAMPER.

SPLICE.

T RATING.

THROUGH PENETRATION.

THROUGH-PENETRATION FIRESTOP SYSTEM.

This section is considered: Understood

The definitions are understood.

Section 703 - FIRE-RESISTANCE RATINGS AND FIRE TESTS

Building Code

This section is considered: Not Implemented

This section does not have any direct requirements to verify. Please refer to the subsections for analysis results.

Section 703.1 - Scope

Building Code

Materials prescribed herein for fire resistance shall conform to the requirements of this chapter.

This section is considered: Understood

It is understood that materials prescribed herein for fire resistance are to conform to the requirements of this chapter.

Section 703.2 - Fire-resistance ratings

Building Code

The fire-resistance rating of building elements, components or assemblies shall be determined in accordance with the test procedures set forth in ASTM E119 or UL 263 or in accordance with Section 703.3. The fire-resistance rating of penetrations and fire-resistant joint systems shall be determined in accordance Sections 714 and 715, respectively.

This section is considered: Not Implemented

This section has not been implemented.

Section 703.2.1 - Nonsymmetrical wall construction

Building Code

Interior walls and partitions of nonsymmetrical construction shall be tested with both faces exposed to the furnace, and the assigned fire-resistance rating shall be the shortest duration obtained from the two tests conducted in compliance with ASTM E119 or UL 263. Where evidence is furnished to show that the wall was tested with the least fire-resistant side exposed to the furnace, subject to acceptance of the building official, the wall need not be subjected to tests from the opposite side (see Section 705.5 for exterior walls).

This section is considered: Not Implemented

This section has not been implemented.

Section 703.2.2 - Combustible components

Building Code

Combustible aggregates are permitted in gypsum and Portland cement concrete mixtures for fire-resistance-rated construction. Any component material or admixture is permitted in assemblies if the resulting tested assembly meets the fire-resistance test requirements of this code.

This section is considered: Not Implemented

This section has not been implemented.

Section 703.2.3 - Restrained classification

Building Code

Fire-resistance-rated assemblies tested under ASTM E119 or UL 263 shall not be considered to be restrained unless evidence satisfactory to the building official is furnished by the registered design professional showing that the construction qualifies for a restrained classification in accordance with ASTM E119 or UL 263. Restrained construction shall be identified on the construction documents.

This section is considered: Not Implemented

This section has not been implemented.

Section 703.2.4 - Supplemental features

Building Code

Where materials, systems or devices that have not been tested as part of a fireresistance-rated assembly are incorporated into the building element, component or assembly, sufficient data shall be made available to the building official to show that the required fire-resistance rating is not reduced.

This section is considered: Not Implemented

This section has not been implemented.

Section 703.2.5 - Exterior bearing walls

Building Code

In determining the fireresistance rating of exterior bearing walls, compliance with the ASTM E119 or UL 263 criteria for unexposed surface temperature rise and ignition of cotton waste due to passage of flame or gases is required only for a period of time corresponding to the required fire-resistance rating of an exterior nonbearing wall with the same fire separation distance, and in a building of the same group. Where the fire-resistance rating determined in accordance with this exception exceeds the fire-resistance rating determined in accordance with ASTM E119 or UL 263, the fire exposure time period, water pressure and application duration criteria for the hose stream test of ASTM E119 or UL 263 shall be based on the fire-resistance rating determined in accordance with this section.

This section is considered: Not Implemented

This section has not been implemented.

Section 703.3 - Methods for determining fire resistance

Building Code

The application of any of the methods listed in this section shall be based on the fire exposure and acceptance criteria specified in ASTM E119 or UL 263. The required fire resistance of a building element, component or assembly shall be permitted to be established by any of the following methods or procedures:

1. Fire-resistance designs documented in approved sources.

2. Prescriptive designs of fire-resistance-rated building elements, components or assemblies as prescribed in Section 721.

3. Calculations in accordance with Section 722.

4. Engineering analysis based on a comparison of building element, component or assemblies designs having fire-resistance ratings as determined by the test procedures set forth in ASTM E119 or UL 263.

5. Alternative protection methods as allowed by Section 104.11.

6. Fire-resistance designs certified by an approved agency.

This section is considered: Not Implemented

This section has not been implemented.

Section 703.4 - Automatic sprinklers

Building Code

Under the prescriptive fireresistance requirements of this code, the fire-resistance rating of a building element, component or assembly shall be established without the use of automatic sprinklers or any other fire suppression system being incorporated as part of the assembly tested in accordance with the fire exposure, procedures and acceptance criteria specified in ASTM E119 or UL 263. However, this section shall not prohibit or limit the duties and powers of the building official allowed by Sections 104.10 and 104.11.

This section is considered: Not Implemented

This section has not been implemented.

Section 703.5 - Noncombustibility tests

Building Code

The tests indicated in Sections 703.5.1 and 703.5.2 shall serve as criteria for acceptance of building materials as set forth in Sections 602.2, 602.3 and 602.4 in Type I, II, III and IV construction. The term “noncombustible” does not apply to the flame spread characteristics of interior finish or trim materials. A material shall not be classified as a noncombustible building construction material if it is subject to an increase in combustibility or flame spread beyond the limitations herein established through the effects of age, moisture or other atmospheric conditions.

This section is considered: Not Implemented

This section has not been implemented.

Section 703.5.1 - Elementary materials

Building Code

Materials required to be noncombustible shall be tested in accordance with ASTM E136.

This section is considered: Not Implemented

This section has not been implemented.

Section 703.5.2 - Composite materials

Building Code

Materials having a structural base of noncombustible material as determined in accordance with Section 703.5.1 with a surfacing not more than 0.125 inch (3.18 mm) thick that has a flame spread index not greater than 50 when tested in accordance with ASTM E84 or UL 723 shall be acceptable as noncombustible materials.

This section is considered: Not Implemented

This section has not been implemented.

Section 703.6 - Fire-resistance-rated glazing

Building Code

Fire-resistance-rated glazing, when tested in accordance with ASTM E119 or UL 263 and complying with the requirements of Section 707, shall be permitted. Fire-resistance-rated glazing shall bear a label marked in accordance with Table 716.3 issued by an agency and shall be permanently identified on the glazing.

This section is considered: Not Implemented

This section has not been implemented.

Section 703.7 - Marking and identification

Building Code

Where there is an accessible concealed floor, floor-ceiling or attic space, 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 with signs or stenciling in the concealed space. Such identification shall:

1. Be located within 15 feet (4572 mm) of the end of each wall and at intervals not exceeding 30 feet (9144 mm) measured horizontally along the wall or partition.

2. Include lettering not less than 3 inches (76 mm) in height with a minimum ³/₈-inch (9.5 mm) stroke in a contrasting color incorporating the suggested wording, “FIRE AND/OR SMOKE BARRIER—PROTECT ALL OPENINGS,” or other wording.

This section is considered: Not Implemented

This section has not been implemented.

Section 704 - FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS

Building Code

This section is considered: Not Implemented

This section does not have any direct requirements to verify. Please refer to the subsections for analysis results.

Section 704.1 - Requirements

Building Code

The fire-resistance ratings of structural members and assemblies shall comply with this section and the requirements for the type of construction as specified in Table 601. The fire-resistance ratings shall be not less than the ratings required for the fire-resistance-rated assemblies supported by the structural members.

Exception: Fire barriers, fire partitions, smoke barriers and horizontal assemblies as provided in Sections 707.5, 708.4, 709.4 and 711.2, respectively.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.2 - Column protection

Building Code

Where columns are required to have protection to achieve a fire-resistance rating, the entire column shall be provided individual encasement protection by protecting it on all sides for the full column height, including connections to other structural members, with materials having the required fire-resistance rating. Where the column extends through a ceiling, the encasement protection shall be continuous from the top of the foundation or floor/ceiling assembly below through the ceiling space to the top of the column.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.3 - Protection of the primary structural frame other than columns

Building Code

Members of the primary structural frame other than columns that are required to have protection to achieve a fire-resistance rating and support more than two floors or one floor and roof, or support a load-bearing wall or a nonload-bearing wall more than two stories high, shall be provided individual encasement protection by protecting them on all sides for the full length, including connections to other structural members, with materials having the required fire-resistance rating.

Exception: Individual encasement protection on all sides shall be permitted on all exposed sides provided the extent of protection is in accordance with the required fire-resistance rating, as determined in Section 703.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.4 - Protection of secondary members

Building Code

Secondary members that are required to have protection to achieve a fire-resistance rating shall be protected by individual encasement protection.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.4.1 - Light-frame construction

Building Code

Studs and boundary elements that are integral elements in load-bearing walls of light-frame construction shall be permitted to have required fire-resistance ratings provided by the membrane protection provided for the load-bearing wall.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.4.2 - Horizontal assemblies

Building Code

Horizontal assemblies are permitted to be protected with a membrane or ceiling where the membrane or ceiling provides the required fire-resistance rating and is installed in accordance with Section 711.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.5 - Truss protection

Building Code

The required thickness and construction of fire-resistance-rated assemblies enclosing trusses shall be based on the results of full-scale tests or combinations of tests on truss components or on approved calculations based on such tests that satisfactorily demonstrate that the assembly has the required fire resistance.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.6 - Attachments to structural members

Building Code

The edges of lugs, brackets, rivets and bolt heads attached to structural members shall be permitted to extend to within 1 inch (25 mm) of the surface of the fire protection.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.7 - Reinforcing

Building Code

Thickness of protection for concrete or masonry reinforcement shall be measured to the outside of the reinforcement except that stirrups and spiral reinforcement ties are permitted to project not more than 0.5-inch (12.7 mm) into the protection.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.8 - Embedments and enclosures

Building Code

Pipes, wires, conduits, ducts or other service facilities shall not be embedded in the required fire protective covering of a structural member that is required to be individually encased.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.9 - Impact protection

Building Code

Where the fire protective covering of a structural member is subject to impact damage from moving vehicles, the handling of merchandise or other activity, the fire protective covering shall be protected by corner guards or by a substantial jacket of metal or other noncombustible material to a height adequate to provide full protection, but not less than 5 feet (1524 mm) from the finished floor.

Exception: Corner protection is not required on concrete columns in open or enclosed parking garages.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.10 - Exterior structural members

Building Code

Load-bearing structural members located within the exterior walls or on the outside of a building or structure shall be provided with the highest fire-resistance rating as determined in accordance with the following:

1. As required by Table 601 for the type of building element based on the type of construction of the building;

2. As required by Table 601 for exterior bearing walls based on the type of construction; and

3. As required by Table 602 for exterior walls based on the fire separation distance.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.11 - Bottom flange protection

Building Code

Fire protection is not required at the bottom flange of lintels, shelf angles and plates, spanning not more than 6 feet 4 inches (1931 mm) whether part of the primary structural frame or not, and from the bottom flange of lintels, shelf angles and plates not part of the structural frame, regardless of span.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.12 - Seismic isolation systems

Building Code

Fire-resistance ratings for the isolation system shall meet the fire-resistance rating required for the columns, walls or other structural elements in which the isolation system is installed in accordance with Table 601. Isolation systems required to have a fire-resistance rating shall be protected with approved materials or construction assemblies designed to provide the same degree of fire resistance as the structural element in which the system is installed when tested in accordance with ASTM E119 or UL 263 (see Section 703.2).

Such isolation system protection applied to isolator units shall be capable of retarding the transfer of heat to the isolator unit in such a manner that the required gravity load-carrying capacity of the isolator unit will not be impaired after exposure to the standard time-temperature curve fire test prescribed in ASTM E119 or UL 263 for a duration not less than that required for the fire-resistance rating of the structure element in which the system is installed.

Such isolation system protection applied to isolator units shall be suitably designed and securely installed so as not to dislodge, loosen, sustain damage or otherwise impair its ability to accommodate the seismic movements for which the isolator unit is designed and to maintain its integrity for the purpose of providing the required fire-resistance protection.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.13 - Sprayed fire-resistant materials (SFRM)

Building Code

Sprayed fire-resistant materials (SFRM) shall comply with Sections 704.13.1 through 704.13.5.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.13.1 - Fire-resistance rating

Building Code

The application of SFRM shall be consistent with the fire-resistance rating and the listing, including, but not limited to, minimum thickness and dry density of the applied SFRM, method of application, substrate surface conditions and the use of bonding adhesives, sealants, reinforcing or other materials.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.13.2 - Manufacturer's installation instructions

Building Code

The application of SFRM shall be in accordance with the manufacturer’s installation instructions. The instructions shall include, but are not limited to, substrate temperatures and surface conditions and SFRM handling, storage, mixing, conveyance, method of application, curing and ventilation.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.13.3 - Substrate condition

Building Code

The SFRM shall be applied to a substrate in compliance with Sections 704.13.3.1 through 704.13.3.2.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.13.3.1 - Surface conditions

Building Code

Substrates to receive SFRM shall be free of dirt, oil, grease, release agents, loose scale and any other condition that prevents adhesion. The substrates shall be free of primers, paints and encapsulants other than those fire tested and listed by a nationally recognized testing agency. Primed, painted or encapsulated steel shall be allowed, provided that testing has demonstrated that required adhesion is maintained.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.13.3.2 - Primers, paints and encapsulants

Building Code

Where the SFRM is to be applied over primers, paints or encapsulants other than those specified in the listing, the material shall be field tested in accordance with ASTM E736. Where testing of the SFRM with primers, paints or encapsulants demonstrates that required adhesion is maintained, SFRM shall be permitted to be applied to primed, painted or encapsulated wide flange steel shapes in accordance with the following conditions:

1. The beam flange width does not exceed 12 inches (305 mm); or

2. The column flange width does not exceed 16 inches (400 mm); or

3. The beam or column web depth does not exceed 16 inches (400 mm).

4. The average and minimum bond strength values shall be determined based on a minimum of five bond tests conducted in accordance with ASTM E736. Bond tests conducted in accordance with ASTM E736 shall indicate an average bond strength of not less than 80 percent and an individual bond strength of not less than 50 percent, when compared to the bond strength of the SFRM as applied to clean uncoated ¹/₈-inch-thick (3.2 mm) steel plate.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.13.4 - Temperature

Building Code

A minimum ambient and substrate temperature of 40°F (4.44°C) shall be maintained during and for not fewer than 24 hours after the application of the SFRM, unless the manufacturer’s instructions allow otherwise.

This section is considered: Not Implemented

This section has not been implemented.

Section 704.13.5 - Finished condition

Building Code

The finished condition of SFRM applied to structural members or assemblies shall not, upon complete drying or curing, exhibit cracks, voids, spalls, delamination or any exposure of the substrate. Surface irregularities of SFRM shall be deemed acceptable.

This section is considered: Not Implemented

This section has not been implemented.

Section 705 - EXTERIOR WALLS

Building Code

The section description is intentionally blank.

This section is considered: Failed

This section does not have any direct requirements to verify. Please refer to the subsections for analysis results.

Section 705.1 - General

Building Code

Exterior walls shall comply with this section.

This section is considered: Understood

It is understood that Exterior Walls are to comply with this section.

Section 705.2 - Projections

Building Code

Cornices, eave overhangs, exterior balconies and similar projections extending beyond the exterior wall shall conform to the requirements of this section and Section 1406. Exterior egress balconies and exterior exit stairways and ramps shall comply with Sections 1021 and 1027, respectively. Projections shall not extend any closer to the line used to determine the fire separation distance than shown in Table 705.2.

Exception: Buildings on the same lot and considered as portions of one building in accordance with Section 705.3 are not required to comply with this section for projections between the buildings.

TABLE 705.2 MINIMUM DISTANCE OF PROJECTION

FIRE SEPARATION DISTANCE (FSD)	MINIMUM DISTANCE FROM LINE USED TO DETERMINE FSD
0 feet to 2 feet	Projections not permitted
Greater than 2 feet to 3 feet	24 inches
Greater than 3 feet to less than 30 feet	24 inches plus 8 inches for every foot of FSD beyond 3 feet or fraction thereof
30 feet or greater	20 feet

For SI: 1 foot = 304.8 mm; 1 inch = 25.4 mm.

This section is considered: Not Implemented

This section has not been implemented.

Section 705.2.1 - Type I and II construction

Building Code

Projections from walls of Type I or II construction shall be of noncombustible materials or combustible materials as allowed by Sections 1406.3 and 1406.4.

This section is considered: Not Implemented

This section has not been implemented.

Section 705.2.2 - Type III, IV or V construction

Building Code

Projections from walls of Type III, IV or V construction shall be of any approved material.

This section is considered: Not Implemented

This section has not been implemented.

Section 705.2.3 - Combustible projections

Building Code

Combustible projections extending to within 5 feet (1524 mm) of the line used to determine the fire separation distance shall be of not less than 1-hour fire-resistance-rated construction, Type IV construction, fire-retardant-treated wood or as required by Section 1406.3.

Exception: Type VB construction shall be allowed for combustible projections in Group R-3 and U occupancies with a fire separation distance greater than or equal to 5 feet (1524 mm).

This section is considered: Not Implemented

This section has not been implemented.

Section 705.3 - Buildings on the same lot

Building Code

For the purposes of determining the required wall and opening protection, projections and roof-covering requirements, buildings on the same lot shall be assumed to have an imaginary line between them.

Where a new building is to be erected on the same lot as an existing building, the location of the assumed imaginary line with relation to the existing building shall be such that the exterior wall and opening protection of the existing building meet the criteria as set forth in Sections 705.5 and 705.8.

Exceptions:

1. Two or more buildings on the same lot shall be either regulated as separate buildings or shall be considered as portions of one building if the aggregate area of such buildings is within the limits specified in Chapter 5 for a single building. Where the buildings contain different occupancy groups or are of different types of construction, the area shall be that allowed for the most restrictive occupancy or construction.

2. Where an S-2 parking garage of Construction Type I or IIA is erected on the same lot as a Group R-2 building, and there is no fire separation distance between these buildings, then the adjoining exterior walls between the buildings are permitted to have occupant use openings in accordance with Section 706.8. However, opening protectives in such openings shall only be required in the exterior wall of the S-2 parking garage, not in the exterior wall openings in the R-2 building, and these opening protectives in the exterior wall of the S-2 parking garage shall be not less than 1¹/₂-hour fire protection rating.

This section is considered: Not Implemented

This section has not been implemented.

Section 705.4 - Materials

Building Code

Exterior walls shall be of materials permitted by the building type of construction.

This section is considered: Not Implemented

This section has not been implemented.

Section 705.5 - Fire-resistance ratings

Building Code

Exterior walls shall be fireresistance rated in accordance with Tables 601 and 602 and this section. The required fire-resistance rating of exterior walls with a fire separation distance of greater than 10 feet (3048 mm) shall be rated for exposure to fire from the inside. The required fire-resistance rating of exterior walls with a fire separation distance of less than or equal to 10 feet (3048 mm) shall be rated for exposure to fire from both sides.

This section is considered: Not Implemented

This section has not been implemented.

Section 705.6 - Structural stability

Building Code

Exterior walls shall extend to the height required by Section 705.11. Interior structural elements that brace the exterior wall but that are not located within the plane of the exterior wall shall have the minimum fire-resistance rating required in Table 601 for that structural element. Structural elements that brace the exterior wall but are located outside of the exterior wall or within the plane of the exterior wall shall have the minimum fire-resistance rating required in Tables 601 and 602 for the exterior wall.

This section is considered: Not Implemented

This section has not been implemented.

Section 705.7 - Unexposed surface temperature

Building Code

Where protected openings are not limited by Section 705.8, the limitation on the rise of temperature on the unexposed surface of exterior walls as required by ASTM E119 or UL 263 shall not apply. Where protected openings are limited by Section 705.8, the limitation on the rise of temperature on the unexposed surface of exterior walls as required by ASTM E119 or UL 263 shall not apply provided that a correction is made for radiation from the unexposed exterior wall surface in accordance with the following formula:

where:

A_e	=	Equivalent area of protected openings.
A	=	Actual area of protected openings.
A_f	=	Area of exterior wall surface in the story under consideration exclusive of openings, on which the temperature limitations of ASTM E119 or UL 263 for walls are exceeded.
F_eo	=	An “equivalent opening factor” derived from Figure 705.7 based on the average temperature of the unexposed wall surface and the fire-resistance rating of the wall.

For SI: °C = [(°F) - 32] /1.8.

FIGURE 705.7 EQUIVALENT OPENING FACTOR

This section is considered: Not Implemented

This section has not been implemented.

Section 705.8 - Openings

Building Code

Openings in exterior walls shall comply with Sections 705.8.1 through 705.8.6.

TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION

FIRE SEPARATION DISTANCE (feet)	DEGREE OF OPENING PROTECTION	ALLOWABLE AREA^a
0 to less than 3^{b, c, k}	Unprotected, Nonsprinklered (UP, NS)	Not Permitted^k
	Unprotected, Sprinklered (UP, S)ⁱ	Not Permitted^k
	Protected (P)	Not Permitted^k
3 to less than 5^{d, e}	Unprotected, Nonsprinklered (UP, NS)	Not Permitted
	Unprotected, Sprinklered (UP, S)ⁱ	15%
	Protected (P)	15%
5 to less than 10^{e, f, j}	Unprotected, Nonsprinklered (UP, NS)	10%^h
	Unprotected, Sprinklered (UP, S)ⁱ	25%
	Protected (P)	25%
10 to less than 15^{e, f, g, j}	Unprotected, Nonsprinklered (UP, NS)	15%^h
	Unprotected, Sprinklered (UP, S)ⁱ	45%
	Protected (P)	45%
15 to less than 20^{f, g, j}	Unprotected, Nonsprinklered (UP, NS)	25%
	Unprotected, Sprinklered (UP, S)ⁱ	75%
	Protected (P)	75%
20 to less than 25^{f, g, j}	Unprotected, Nonsprinklered (UP, NS)	45%
	Unprotected, Sprinklered (UP, S)ⁱ	No Limit
	Protected (P)	No Limit
25 to less than 30^{f, g, j}	Unprotected, Nonsprinklered (UP, NS)	70%
	Unprotected, Sprinklered (UP, S)ⁱ	No Limit
	Protected (P)	No Limit
30 or greater	Unprotected, Nonsprinklered (UP, NS)	No Limit
	Unprotected, Sprinklered (UP, S)ⁱ	No Limit
	Protected (P)	No Limit

For SI: 1 foot = 304.8 mm.

UP, NS = Unprotected openings in buildings not equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.

UP, S = Unprotected openings in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.

P = Openings protected with an opening protective assembly in accordance with Section 705.8.2.

a. Values indicated are the percentage of the area of the exterior wall, per story.

b. For the requirements for fire walls of buildings with differing heights, see Section 706.6.1.

c. For openings in a fire wall for buildings on the same lot, see Section 706.8.

d. The maximum percentage of unprotected and protected openings shall be 25 percent for Group R-3 occupancies.

e. Unprotected openings shall not be permitted for openings with a fire separation distance of less than 15 feet for Group H-2 and H-3 occupancies.

f. The area of unprotected and protected openings shall not be limited for Group R-3 occupancies, with a fire separation distance of 5 feet or greater.

g. The area of openings in an open parking structure with a fire separation distance of 10 feet or greater shall not be limited.

h. Includes buildings accessory to Group R-3.

i. Not applicable to Group H-1, H-2 and H-3 occupancies.

j. The area of openings in a building containing only a Group U occupancy private garage or carport with a fire separation distance of 5 feet (1523 mm) or greater shall not be limited.

k. For openings between S-2 parking garage and Group R-2 building, see Section 705.3, Exception 2.

This section is considered: Failed

It is understood that openings in exterior walls are to comply with this section.

Section 705.8.1 - Allowable area of openings

Building Code

The maximum area of unprotected and protected openings permitted in an exterior wall in any story of a building shall not exceed the percentages specified in Table 705.8.

Exceptions:

1. In other than Group H occupancies, unlimited unprotected openings are permitted in the first story above grade plane either:

1.1. Where the wall faces a street and has a fire separation distance of more than 15 feet (4572 mm); or

1.2. Where the wall faces an unoccupied space. The unoccupied space shall be on the same lot or dedicated for public use, shall be not less than 30 feet (9144 mm) in width and shall have access from a street by a posted fire lane in accordance with the International Fire Code.

2. Buildings whose exterior bearing walls, exterior nonbearing walls and exterior primary structural frame are not required to be fire-resistance rated shall be permitted to have unlimited unprotected openings.

This section is considered: Failed

Exterior Wall Opening Verification For Story 1

The exterior walls on the story were analyzed to determine if the area of openings was within the requirements of this section.

There was at least one exterior wall that failed to satisfy the opening requirement for this section. Please refer to the following table for details of the analysis.

Wall	Result	Reason
North	Passed	The wall has an estimated area on Story (1) of (264.00 sqft) and is (31.85 ft) from the property line. There are no openings in the exterior wall to verify.
East	Failed	The wall has an estimated area on Story (1) of (343.30 sqft) and is (2.88 ft) from the property line. *Unprotected, NonSprinklered Openings* The wall has an Unprotected, NonSprinklered opening area of (112.00 sqft). Unprotected, NonSprinklered openings are Not Permitted for the wall.
South	Passed	The wall has an estimated area on Story (1) of (494.00 sqft) and is (9.66 ft) from the property line. *Unprotected, NonSprinklered Openings* The wall has an Unprotected, NonSprinklered opening area of (20.49 sqft), which does not exceed the allowable opening percentage of (10.00 %) or (49.40 sqft) that is permitted.
West	Passed	The wall has an estimated area on Story (1) of (343.30 sqft) and is (47.55 ft) from the property line. *Unprotected, NonSprinklered Openings* The wall has an Unprotected, NonSprinklered opening area of (40.00 sqft). Unprotected, NonSprinklered openings are allowed to be unlimited for the wall. Exception 2 applies
Not Set (579291)	Passed	The wall has an estimated area on Story (1) of (169.36 sqft) and is (2.88 ft) from the property line. There are no openings in the exterior wall to verify.
Not Set (579456)	Passed	The wall has an estimated area on Story (1) of (230.00 sqft) and is (10.68 ft) from the property line. *Unprotected, NonSprinklered Openings* The wall has an Unprotected, NonSprinklered opening area of (21.00 sqft). Unprotected, NonSprinklered openings are allowed to be unlimited for the wall. Exception 2 applies
Not Set (579537)	Passed	The wall has an estimated area on Story (1) of (211.70 sqft) and is (25.88 ft) from the property line. *Unprotected, NonSprinklered Openings* The wall has an Unprotected, NonSprinklered opening area of (40.00 sqft). Unprotected, NonSprinklered openings are allowed to be unlimited for the wall. Exception 2 applies

Section 705.8.2 - Protected openings

Building Code

Where openings are required to be protected, fire doors and fire shutters shall comply with Section 716.5 and fire window assemblies shall comply with Section 716.6.

Exception: Opening protectives are not required where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 and the exterior openings are protected by a water curtain using automatic sprinklers approved for that use.

This section is considered: Not Implemented

This section has not been implemented.

Section 705.8.3 - Unprotected openings

Building Code

Where unprotected openings are permitted, windows and doors shall be constructed of any approved materials. Glazing shall conform to the requirements of Chapters 24 and 26.

This section is considered: Not Implemented

This section has not been implemented.

Section 705.8.4 - Mixed openings

Building Code

Where both unprotected and protected openings are located in the exterior wall in any story of a building, the total area of openings shall be determined in accordance with the following:

(A_p/a_p) + (A_u/a_u) ≤ 1  (Equation 7-2)

where:

A_p	=	Actual area of protected openings, or the equivalent area of protected openings, A_e(see Section 705.7).
a_p	=	Allowable area of protected openings.
A_u	=	Actual area of unprotected openings.
a_u	=	Allowable area of unprotected openings.

This section is considered: Passed

Exterior Wall Mixed Opening Verification For Story 1

The exterior walls on the story were analyzed to determine if the mixed area of openings was within the requirements of this section.

All exterior walls satisfied the mixed opening requirements for this section. Please refer to the following table for details of the analysis.

Wall	Result	Reason
North	Passed	The wall has an estimated area on Story (1) of (264.00 sqft). There are: (0.00 sqft) of unprotected openings (0.00 sqft) of protected openings As there are no mixed openings in the wall, the wall does not qualify for mixed opening analysis.
East	Passed	The wall has an estimated area on Story (1