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9/30/2025 2:53:01 PM
<br />2309147GR
<br />ROUND1
<br />BOWLING AND
<br />AMUSEMENT
<br />2800 N. MAIN ST. SUITE 1100
<br />SANTA ANA, CA 92705
<br />ROUND 1
<br />ENTERTAINMENT
<br />3070 SATURN ST. STE. 200
<br />BREA, CA 92821
<br />CODE SUMMARY
<br />G-003
<br />EXPANSION
<br />CLIENT
<br />ARCHITECTS
<br />PARADIGM
<br />www.paradigmae.com
<br />Grand Rapids | Phoenix | Traverse City
<br />DESIGN
<br />ENGINEERS|
<br />DATE DESCRIPTION
<br />RELEASE DATE
<br />SHEET
<br />PROJECT
<br />PROJECT
<br />Rooms and enclosed spaces: C
<br />Corridors and enclosure for exits: B
<br />Interior exit stairways, ramps, and passageways:B
<br />Group A-2 and A-3 Sprinkled:
<br />Table 803.11 Interior Wall and Ceiling Finish Requirements By Occupancy:
<br />Section 803.11 Interior finish requirements
<br />based on group:
<br />Interior wall and ceiling finish shall have a flame spread index not greater than that
<br />specified in table 803.11 for the group and location designated.
<br />Class C: = Flame Spread Index 76-200 Smoke Developed Index 0-450
<br />Class B: = Flame Spread Index 26-75 Smoke Developed Index 0-450
<br />Class A: = Flame Spread Index 0-25 Smoke Developed Index 0-450
<br />Section 803.1.1 Interior Wall and Ceiling finish materials:
<br />CHAPTER 8 - Interior Finishes
<br />Table 716.5 Max door glass area: 100 sq in
<br />Table 716.5 Door Rating required: 1-hr
<br />Rating required: 1-hr
<br />Section 713.4 Fire-resistance rating: 1-hour rated for less than 4 stories
<br />2-hour rated for 4 or more stories
<br />Section 713 - Shaft Enclosures
<br />Section 707.3.3 Enclosures for Exit
<br />Access Stairways:
<br />The fire-resistance rating of the fire barrier separating building areas from an exit
<br />access stairway or ramp shall comply with Section 713.4.
<br />Section 707.3.1 Shaft Enclosures: The fire-resistance rating of the fire barrier separating building areas from the shaft
<br />shall comply with Section 713.4.
<br />Section 707 - Fire Barriers
<br />CHAPTER 7 - Fire Partitions
<br />Exterior wall fire resistance Designed: 0
<br />Exterior wall fire resistance required: 0
<br />Table 602 Exterior wall separation distance to adjacent property or property line X ≥ 30
<br />Roof construction and associated secondary members:0
<br />Floor construction and associated secondary members: 0
<br />Nonbearing walls and partitions Interior: 0
<br />Nonbearing walls and partitions Exterior: 0
<br />Bearing walls Interior: 0
<br />Bearing walls Exterior: 0
<br />Primary Structural Frame: 0
<br />Table 601 Fire-Resistance Rating Requirements for Building Elements (hours):
<br />Section 602.2 Type: II-B
<br />CHAPTER 6 - Types of Construction
<br />Section 508.2.3 Allowable Building Area Aggregate accessory occupancies shall not occupy more than 10 percent of the
<br />floor area of the story in which they are located and shall not exceed the tabular
<br />values for non sprinklered buildings in Table 506.2 for each such accessory
<br />occupancy.
<br />Section 508.2 Accessory Occupancies Accessory occupancies are those occupancies that are ancillary to the main
<br />occupancy of the building or portion thereof. Accessory occupancies shall comply
<br />with the provisions of Sections 508.2.1 through 508.2.4.
<br />Section 508 - Mixed Use and Occupancy
<br />Building Area Designed: 43,466 SF
<br />Section 507.13 Covered and open mall
<br />buildings and anchor
<br />buildings:
<br />The area of covered and open mall buildings and anchor buildings not exceeding
<br />three stories in height that comply with Section 402 shall not be limited
<br />Section 507 - Unlimited Area Buildings
<br />Section 506.2 Allowable area determination: The allowable area of a building shall be determined in accordance with applicable
<br />provisions of section 506.2.1 through 506.2.4 and section 506.3
<br />Section 506 - Building Area
<br />Designed # of Stories: 3
<br />Table 504.4 Allowable Number of Stories:
<br />3
<br />Section 504.4 Number of Stories: The maximum number of stories of a building shall not exceed the limits specified in
<br />Table 504.4
<br />Existing Building Height:69'-6"
<br />Table 504.3 Allowable Building Height:
<br />75'
<br />Section 504.3 Height in feet The maximum height, in feet, of a building shall not exceed the limits specified in
<br />table 504.3
<br />Section 504 - Building Height and Number of Stories
<br />CHAPTER 5 - General Building Heights and Areas
<br />Section 402.4.2.2.1 Openings Between Anchor
<br />Building and Mall:
<br />Except for the separation between Group R-1 sleeping units and the mall, openings
<br />between anchor buildings of Type IA, IB, IIA or IIB construction and the mall need
<br />not be protected.
<br />The exterior walls of anchor buildings separated from an open mall by an open mall
<br />shall comply with Table 705.5.
<br />1. Anchor building of note more than three stories above grade plane that hae an
<br />occupancy classification the same as that permitted for tenants of the mall building
<br />shall be separated by 2-hour fire-resistance-rated fire barriers complying with Section
<br />707.
<br />Exceptions:
<br />Section 402.4.2.2 Anchor Building Separation: An anchor building shall be separated from the covered or open mall building by fire
<br />walls complying with Section 706.
<br />Section 402.4.2 Fire-Resistance-Rated
<br />Separation:
<br />Fire-Resistance-rated separation is not required between tenant spaces and the
<br />mall. Fire-resistance-rated separation is not required between a food court and
<br />adjacent tenant spaces or the mall.
<br />The building area of any anchor building shall not be limited provided that the anchor
<br />building is not more than three stories above grade plan, and is of Type I, II, III, or IV
<br />construction.
<br />Exception:
<br />Section 402.4.1.2 Area and types of
<br />construction - Anchor
<br />Buildings:
<br />The building area and building height of any anchor building shall be based on the
<br />type of construction as required by Section 503 as modified by Sections 504 and
<br />506.
<br />Section 402.4.1.1 Covered and Open Mall
<br />Buildings:
<br />The building area of any covered mall or open mall building shall not be limited
<br />provided that the covered mall or open mall building does not exceed three floor
<br />levels at any point nor three stories above grade plane, and is of Type I, II, III, or IV
<br />construction.
<br />Section 402 - Covered Mall and Open Mall Buildings
<br />CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY
<br />Group: A-2, A-3, S-1 Section: 303.3, 303.4, 311.2
<br />SECTION 303 BLDG CODE
<br />CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION
<br />Occupancy Count: 1271
<br />43,466 SF =
<br />38,008(Existing) +
<br />5,458(Expansion)
<br />Designed
<br />Building Area:Unlimited Allowed
<br />3 Existing
<br />Building Stories:3 Allowed
<br />69'-6" Existing
<br />Building Height (ft):75 Allowed
<br />Construction Class: II-B
<br />Use Group: A-2, A-3, S-1
<br />SUMMARY
<br />Existing Tenant Round1 Bowling & Arcade Unit 1100 to be expanded to include unit 1140, adding 5,458 SF of game floor, storage space,
<br />and relocated billiards.
<br />PROJECT DESCRIPTION
<br />FIRE PROTECTION 2022 California Fire Sprinkler Code
<br />FIRE CODE 2022 California Fire Code
<br />PLUMBING CODE 2022 California Plumbing Code
<br />ELECTRICAL CODE 2022 California Electrical Code
<br />MECHANICAL CODE 2022 California Mechanical Code
<br />ENERGY CONSERVATION CODE 2022 California Building Energy Efficiency Standards
<br />2022 California Green Building Standards Code
<br />ACCESSIBILITY 2022 California Building Code Chapter 11B
<br />EXISTING BUILDING CODE 2022 California Existing Building Code
<br />BUILDING CODE 2022 California Building Code
<br />GOVERNING CODES
<br />Section 1030.2 Assembly main exit: A building, room or space used for assembly purposes that has an occupant load of
<br />greater than 300 and is provided with a main exit, that main exit shall be of sufficient
<br />capacity to accommodate not less than one-half of the occupant load, but such
<br />capacity shall be not less than the total required capacity of all means of egress
<br />leading to the exit. Where the building is classified as a Group A occupancy, the main
<br />exit shall front on not less than one street or an unoccupied space of not less than 10
<br />feet in width that adjoins a street or public way. In a building, room or space used for
<br />assembly purposes where there is not a well-defined main exit or where multiple main
<br />exits are provided, exits shall be permitted to be distributed around the perimeter of the
<br />building provided that the total capacity of egress is not less than 100 percent of the
<br />required capacity.
<br />Section 1030 - Assembly
<br />Table 1017.2 Exit Access Travel Distance:250' with a sprinkler system
<br />Section 1017 - Exit Access Travel Distance
<br />1. For other than Group H and I-2 occupancies, the capacity, in inches, of means of
<br />egress components other than stairways shall be calculated by multiplying the
<br />occupant load served by such component by a means of egress capacity factor of 0.15
<br />inch per occupant in buildings equipped throughout with an automatic sprinkler system
<br />installed in accordance with Section 903.3.1.1 or 903.3.1.2 and an emergency
<br />voice/alarm communication system in accordance with Section 907.5.2.2.
<br />Exceptions:
<br />Section 1005.3.2 Other egress components: The capacity, in inches, of means of egress components other than stairways shall be
<br />calculated by multiplying the occupant load served by such component by a means of
<br />egress capacity factor of 0.2 inch per occupant.
<br />1. For other than Group H and I-2 occupancies, the capacity, in inches, of means of
<br />egress stairways shall be calculated by multiplying the occupant load served by such
<br />stairways by a means of egress capacity of 0.2 inch per occupant in buildings
<br />equipped throughout with an automatic sprinkler system installed in accordance with
<br />Section 903.3.1.1 or 903.3.1.2 and an emergency voice/alarm communication system
<br />in accordance with Section 907.5.2.2.
<br />Exceptions:
<br />Section 1005.3.1 Stairways: The capacity, in inches, of means of egress stairways shall be calculated by multiplying
<br />the occupant load served by such stairways by a means of egress capacity factor of
<br />0.3 inch per occupant. Where stairways serve more than one story, only the occupant
<br />load of each story considered individually shall be used in calculating the required
<br />capacity of the stairways serving that story.
<br />Section 1005.3 Required capacity based on
<br />occupant load:
<br />The required capacity, in inches, of the means of egress for any room, area, space or
<br />story shall be not less than that determined in accordance with Sections 1005.3.1 and
<br />1005.3.2.
<br />Add'l Exit Width Provided: 60" + 60" + 32" = 152"
<br />Add'l Exit Width Required: 636 x 0.15 = 95.4"
<br />Design load / 2 = 1271 / 2 = 636 occupants
<br />Required Additional Exit Width
<br /> Main Exit Width Provided: 153.5"
<br />Main Exit Width Required: 636 x 0.15 = 95.4"
<br />Design load / 2 = 1271 / 2 = 636 occupants
<br />Required Main Exit Width
<br />Section 1005 - Means of Egress Sizing
<br />Net Floor Area
<br />(Game Room 142):
<br />2,576 SF
<br />Unoccupied Area
<br />(Game Room 142):
<br />5152 SF x 50% Floor Area Unoccupied = 2,576 SF
<br />Gross Floor Area
<br />(Game Room 142):
<br />5152 SF
<br />Net Floor Area
<br />Gross Floor Area
<br />(Game Room 102):
<br />7,489 SF
<br />Unoccupied Area
<br />Gross Floor Area
<br />(Game Room 102):
<br />14,978 SF x 50% Floor Area Unoccupied = 7,489 SF
<br />Gross Floor Area
<br />(Game Room 102):
<br />14,978 SF
<br />1. Unlike a large assembly room where the occupants may utilize the entire floor area, our game rooms have large fixed games that cannot
<br />be occupied by a person. We calculate the Game Room occupant load calculations based on this principle:
<br />(*) Notes:
<br />TOTAL OCCUPANCY 1271
<br />Autoshoeser 133:105 300 1
<br />Storage 140:484 300 2
<br />Storage 136:84 300 1
<br />Plush Storage 141:874 300 3
<br />Mechanics 128:365 300 2
<br />Safe 127:126 300 1
<br />Electrical 123:215 300 1
<br />Comm/Storage 111:176 300 1
<br />Mech 110:23 300 1
<br />Storage 107:85 300 1
<br />Storage 106:117 300 1
<br />Janitor 104:55 300 1
<br />Storage 103A:97 300 1
<br />Storage 103:594 300 2
<br />Storage S
<br />Office 126:517 150 4
<br />Break Room 125:162 15 11
<br />Pinsetter Service 122:1734 300 6
<br />Party/Game Karaoke 117
<br />& Bowling/Guest Counter 118
<br />(Employee Side):
<br />246 150 2
<br />Bar 112 & Snack Bar 113
<br />(Employee Side):
<br />276 150 2
<br />Business B
<br />Redemption 116:743 60 13
<br />Mercantile M
<br />Billiards 132:791 15 53
<br />Bowling Lanes 121:14 (5) per lane 70
<br />Game Room 142 (*):2576 11 235
<br />Game Room 102 (*):7489 11 681
<br />Assembly A-3 Areas
<br />Party Room 3 139:334 15 23
<br />Party Room 2 138:281 15 19
<br />Party Room 1 135:164 15 11
<br />Party Room 134:149 15 10
<br />Seating 143:691 per seat 40
<br />Kitchen 115:224 200 2
<br />Cooler 114:260 200 2
<br />Bar Seating 131:735 15 49
<br />Bar Seating 131 (counter):135 7 20
<br />Assembly A-2 Areas
<br />Location Area (SF) load factor Occupants
<br />Table 1004.1.2 Maximum Floor area allowances per occupant
<br />Section 1004 - Occupant Load
<br />CHAPTER 10 - Means of Egress
<br />Section 907.2.1.1 System Initiation in Group A
<br />occupancies with an
<br />occupant load of 1,000 or
<br />more:
<br />Activation of the fire alarm in Group A occupancies with an occupant load of 1,000 or
<br />more shall initiate a signal using an emergency voice/alarm communications system in
<br />accordance with Section 907.5.2.2.
<br />Exception: Manual fire alarm boxes are not required where the building is equipped through with
<br />an automatic sprinkler system and occupant notification system.
<br />Section 907.2.1 Group A: A manual fire alarm system that activates the occupant notification system in
<br />accordance with Section 907.5 shall be installed in Group A occupancies having an
<br />occupant load of 300 or more.
<br />Section 907 - Fire Alarm and Detection Systems
<br />Fire Extinguisher designed:4-A, 60-B:C and 2-A:K at kitchen
<br />Type K fire extinguisher: required within 30' of cooking equipment
<br />Class C fire extinguisher required at electrical - allowable area and travel distance
<br />determined by maximum of Class A or B.
<br />20-B fire extinguisher; 50' max travel distance (moderate hazard)
<br />10-B fire extinguisher; 30' max travel distance (moderate hazard)
<br />Table 906.3: 3-A fire extinguisher = 4,500 SF max floor area (3x1,500 SF) per extinguisher;
<br />75' max travel distance
<br />Table 906.3: 4-A fire extinguisher = 6,000 SF max floor area (4x1,500 SF) per extinguisher;
<br />75' max travel distance
<br />Type B fire extinguisher: in areas where flammable or combustible liquids are stored,
<br />used or dispensed.
<br />Section 906.1 Where required: Type K fire extinguisher: Within 30 feet of commercial cooking equipment
<br />Section 906 - Portable Fire Extinguishers
<br />Section 903.3.1.1 NFPA 13 Sprinkler Systems: Where the provisions of the code require that a building or portion thereof be equipped
<br />throughout with an automatic sprinkler system in accordance with Section 903,
<br />sprinklers shall be installed throughout in accordance with NFPA 13 except as
<br />provided in Section 903.3.1.1.1 and 903.3.1.1.2
<br />Section 903.2.1.3 Group A-3: An automatic sprinkler system shall be provided for fire areas containing group A-3
<br />occupancies and intervening floors of the building where one of the following
<br />conditions exists:
<br />1. The fire area exceeds 12,000 sf
<br />2. The fire area has an occupant load of 300 or more
<br />3. The fire area is located on a floor other than a level of exit discharge serving such
<br />occupancies.
<br />Section 903.2.1.2 Group A-2: An automatic sprinkler system shall be provided for fire areas containing Group A-2
<br />occupancies and intervening floors of the building where one of the following
<br />conditions exists:
<br />1. The fire area exceeds 5,000 sf
<br />2. The fire area has an occupant load of 100 or more
<br />3. The fire area is located on a floor other than a level of exit discharge serving such
<br />occupancies
<br />Section 903 - Automatic Sprinkler Systems
<br />CHAPTER 9 - Fire Protection Systems
<br />**Required Male Water Closet Fixture Count is 6 Water Closets. Per the California Plumbing Code, a Maximum of 67% of the Water Closets
<br />can be Replaced with Urinals. Current Design Complies. 50% of the Required Water Closets have been Replaced with Urinals.
<br />Where food is consumed indoors, water stations shall be permitted to be substituted
<br />for drinking fountains. Bottle filling stations shall be permitted to be substituted for
<br />drinking fountains up to 50 percent of the requirements for drinking fountains. Drinking
<br />fountains shall not be required for an occupant load of 30 or less.
<br />Section 415.2 Drinking Fountain Alternatives
<br />*Water stations shall be permitted to be substituted for drinking fountains per CPC 415.2.
<br />Service Sink Designed:1
<br />Service Sink required: 1
<br />Provided 3**3
<br />Required 0 5*
<br />Ratio Urinals may replace a maximum of 67% of WC's 3: 501-750; 1 per each add'l 500 persons
<br />Urinals Drinking Fountain
<br />Provided 6**5
<br />Required 6**6
<br />Ratio 4: 401-750 6: 501-750
<br />Male Lavatories Female Lavatories
<br />Provided 3 + (1) single occ.11
<br />Required 6 11
<br />Ratio 636 / 125 = 5.088 Round Up 6 WC 8: 301-400; 1 per each add'l 125 females
<br />Male Water Closet Female Water Closet
<br />Use Group A-3
<br />Each Sex 636
<br />Occupant Load 1,271
<br />Table 422.1 - Minimum Plumbing Facilities
<br />The minimum number of fixtures shall be calculated at 50 percent male and 50 percent
<br />female based on the total occupant load. Where information submitted indicates a
<br />difference in the distribution of the sexes such information shall be used to determine
<br />the number of fixtures for each sex. Once the occupancy load and occupancy is
<br />determined, Table 422.1 shall be applied to determine the minumum number of
<br />plumbing fixtures required.
<br />Section 422.1 Fixture Count: Plumbing fixtures shall be provided for the type of building occupancy ans in the
<br />minimum number shown in Table 422.1 and Table 4-2 and 4-3. The total occupant
<br />load and occupancy classification shall be determined in accordance with the
<br />California Building Code. Occupancy classification not shown in Table 422.1 shall be
<br />considered separately by the Authority Having Jurisdiction.
<br />Section 422 - Minimum Number of required Fixtures
<br />Section 415.2 Drinking Fountain
<br />Alternatives:
<br />Where food is consumed indoors, water stations shall be permitted to be substituted
<br />for drinking fountains. Bottle filling stations shall e permitted to be substituted for
<br />drinking fountains up to 50 percent of the requirements for drinking fountains. Drinking
<br />fountains shall not be required for an occupant load of 30 or less.
<br />Section 415 - Drinking Fountains
<br />Chapter 4 - Plumbing Fixtures and Fixture Fittings
<br />2022 California Plumbing Code
<br />R1 04-25-25 PLAN REVIEW
<br />RESPONSE
<br />R2 05-21-25 CODE REVIEW
<br />COMMENTS
<br />R3 07-30-25 CODE REVIEW
<br />RESPONSE
<br />R4 00-00-00 CODE REVIEW
<br />RESPONSE 2
<br />Paradigm Design has reviewed the proposed expansion of the
<br />existing Round 1 space and confirm that it meets all applicable
<br />Santa Ana barrier-free and accessibility requirements, including:
<br />-Accessible Route
<br />-Dining Surfaces
<br />-Parking
<br />-Drinking Fountain
<br />-Toilet Rooms
<br />R4
<br />HARDWARE
<br />HARDWARE. HAND ACTIVATED DOOR OPENING HARDWARE IS REQUIRED TO BE
<br />CENTERED BETWEEN 34 AND 44 INCHES HIGH. LATCHING AND LOCKING DOORS THAT
<br />ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL HAVE TO BE OPERABLE
<br />WITH A SINGL EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH-PULL
<br />ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT
<br />REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS
<br />ARE REQUIRED TO OPERATE AS DESCRIBED ABOVE IN THE DIRECTION OF EGRESS.
<br />CLOSERS
<br />THE MAXIMUM EFFORT TO OPERATE DOORS CANNOT EXCEED 5 POUNDS FOR
<br />EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. REQUIRED FIRE DOORS MAY
<br />REQUIRED UP TO 15 POUNDS PRESSURE. THE PRESSURE IS TO BE MEASURED AT
<br />RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR
<br />FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY
<br />BE UTILIZED TO MEET THE REQUIREMENTS.
<br />DOORS
<br />ENTRANCES. ALL PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES ARE REQUIRED
<br />TO BE MADE ACCESSIBLE. A PRIMARY ENTRANCE IS DEFINED AS, "... ANY ENTRANCE
<br />TO A FACILITY WHICH HAS A SUBSTANTIAL FLOW OF PEDESTRIANS TO ANY SPECIFIC
<br />MAJOR FUNCTION OF THE FACILITY." REVOLVING DOORS CAN NOT BE USED AS A
<br />REQUIRED ENTRANCE FOR THE HANDICAPPED. RECESSED DOORMATS ARE
<br />REQUIRED TO BE ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR
<br />TRAFFIC.
<br />DOOR WIDTH AND HEIGHTS. REQUIRED EXIT DOORWAYS ARE REQUIRED TO HAVE A
<br />CLEAR OPENING NOT LESS THAN 32 INCHES WIDE. FOR HINGED DOORS, THE
<br />OPENING IS MEASURED WITH THE DOOR AT A 90 DEGREE ANGLE FROM ITS CLOSED
<br />POSITION. AT LEAST ONE OF A PAIR OF DOORS, INCLUDING AUTOMATIC DOORS, HAS
<br />TO PROVIDE THE 32 INCH CLEAR OPENING. DOOR HEIGHTS ARE REQUIRED TO BE A
<br />MINIMUM OF 80 INCHES.
<br />THRESHOLDS. THRESHOLDS ARE REQUIRED TO BE NO MORE THAN 1/2 INCH HIGH.
<br />BEVEL OR SLOPE THE EXPOSED EDGE AT AN ANGLE NOT EXCEEDING 45 DEGREES SO
<br />THAT NO SINGLE VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4”INCH.
<br />1. EXIT DOORS, TOILET ROOM AND CHANGING ROOM DOOR TO BE OPENABLE FROM
<br />INSIDE WITHOUT SPECIAL KNOWLEDGE, FORCE OR NEED OF KEY.
<br />2. SEE SPECIFICATION SHEET FOR RESPONSIBILITIES.
<br />3. ALL HARDWARE TO BE LEVER TYPE.
<br />ENTRANCE SIGNS: ALL BUILDINGS ENTRANCES THAT ARE ACCESSIBLE TO AND
<br />USABLE BY PHYSICALLY HANDICAPPED PERSONS SHALL BE IDENTIFIED WITH AT
<br />LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS
<br />REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS.
<br />DOOR CLOSERS: SHALL BE ADJUSTED SO THAT THE OPENING EFFORT DOES NOT
<br />EXCEED 5 lbs. FOR INTERIOR DOORS, 8.5 lbs. FOR EXTERIOR DOORS, AND 15 lbs. FOR
<br />REQUIRED FIRE DOORS.
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