In order to design an interior space, one must consider and be familiar with the Building Code. This page will give you some of the sections that would guide us in creating safe, secure and promote well-being of the end-users.
Sections discussed are the following:
Section 1211: Chimneys, Fireplaces, and Barbecues
Section 1212: Fire-Extinguishing Systems
Section 1213: Stages and Platform
Section 1214: Motion Picture Projection Rooms
Section 1215: Lathing, Plastering and Installation of Wall Boards
Section 1211. Chimneys, Fireplaces, and Barbecues.
(a)
Chimneys
(1)
Structural Design
Chimneys
shall be designed, anchored, supported, reinforced, constructed, and installed
in accordance with generally accepted principles of engineering. Every chimney
shall be capable of producing a draft at the appliance not less than that
required for the safe operation of the appliance connected thereto. No Chimney shall support any structural load other than its
own weight unless it is designed to act as a supporting member. Chimneys in a
wood-framed building shall be anchored laterally at the ceiling line and at
each floor line which is more than 1.80 meters above grade, except when
entirely within the framework or when designed to be free standing.
(2)
Walls
Every
masonry chimney shall have walls of masonry units, bricks, stones, listed
masonry chimney units, reinforced concrete or equivalent solid thickness of
hollow masonry and lined with suitable liners in accordance with the following requirements:
(2.1)
Masonry Chimneys for Residential Type Appliances
Masonry
chimneys shall be constructed of masonry units or reinforced concrete with
walls not less than 100 millimeters thick; or of rubble stone masonry not less
than 300 millimeters thick. The chimney liner shall be in accordance with this
Code.
(2.2)
Masonry Chimneys for Low Heat Appliances
Masonry
chimneys shall be constructed of masonry units or reinforced concrete with
walls not less than 200 millimeters thick: Except, that rubble stone masonry
shall be not less than 300 millimeters thick. The chimney liner shall be in
accordance with this Code.
(2.3)
Masonry Chimneys for Medium-Heat Appliances
Masonry
chimneys for medium-heat appliances shall be constructed of solid masonry units
of reinforced concrete not less than 200 millimeters thick, Except, that stone
masonry shall be not less than 300 millimeters thick and, in addition shall be
lined with not less than 100 millimeters of firebrick laid in a solid bed of
fire clay mortar with solidly filled head, bed, and wall joints, starting not
less than 600 millimeters below the chimney connector entrance. Chimneys
extending 7.50 meters or less above the chimney connector shall be lined to the
top.
(2.4)
Masonry Chimneys for High-Heat Appliances
Masonry
chimneys for high-heat appliances shall be constructed with double walls of
solid masonry units or reinforced concrete not less than 200 millimeters in
thickness, with an air space of not less than 50 millimeters between walls. The
inside of the interior walls shall be of fire-brick not less than 100
millimeters in thickness laid in a solid bed of fire clay mortar with solidly
filled head, bed, and wall joints.
(2.5)
Masonry Chimneys for Incinerators Installed in Multi-Storey Buildings
(Apartment-Type Incinerators)
Chimneys
for incinerators installed in multi-storey building using the chimney
passageway as a refuse chute where the horizontal grate area of combustion
chamber does not exceed 0.80 square meter shall have walls of solid masonry or
reinforced concrete, not less than 100 millimeters thick with a chimney lining
as specified in this Code. If the grate area of such an incinerator exceeds
0.80 square meter, the walls shall not be less than 100 millimeters of
firebrick except that higher than 9.00 meters above the roof of the combustion
chamber, common brick alone 200 millimeters in thickness, may be used.
(2.6)
Masonry Chimneys for Commercial and Industrial Type Incinerators
Masonry
chimneys for commercial and industrial type incinerators of a size designed for
not more than 110 kilograms of refuse per hour and having a horizontal grate
area not exceeding 0.50 square meter shall have walls of solid masonry or
reinforced concrete not less than 100 millimeters thick with lining of not less
than 100 millimeters of firebrick, which lining shall extend for not less than
12.00 meters above the roof of the combustion chamber. If the design capacity
of grate area of such an incinerator exceeds 110 kilograms per hour and 0.80
square meter respectively, walls shall not be less than 200 millimeters thick,
lined with not less than 100 millimeters of firebrick extending the full height
of the chimney.
(3)
Linings
Fire
clay chimney lining shall not be less than 15 millimeters thick.
The
lining shall extend from 200 millimeters below the lowest inlet, or, in the
case of fireplace, from the throat of the fireplace to a point above enclosing
masonry walls. Fire clay chimney linings shall be installed ahead of the
construction of the chimney as it is carried up, carefully bedded one on the
other in fire clay mortar, with close-fitting joints left smooth on the inside.
Firebrick not less than 500 millimeters thick may be used in place of fire clay
chimney.
(4)
Area
No
chimney passageway shall be smaller in area than the vent connection of the
appliance attached thereto.
(5)
Height
Every
masonry chimney shall extend at least 600 millimeters above the part of the
roof through which it passes and at least 600 millimeters above the highest
elevation of any part of a building within 3.00 meters to the chimney.
(6)
Corbeling
No
masonry chimney shall be corbeled from a wall more than 150 millimeters nor
shall a masonry chimney be corbeled from a wall which is less than 300
millimeters in thickness unless it projects equally on each side of the wall.
In the second storey of a two-storey building of Group A Occupancy, corbeling
of masonry chimneys on the exterior of the enclosing walls may equal the wall
thickness. In every case the corbeling shall not exceed 25 millimeters
protection for each course of brick.
(7)
Change in Size or Shape
No
change in the size or shape of a masonry chimney shall be made within a
distance of 150 millimeters above or below the roof joints or rafters where the
chimney passes through the roof.
(8
) Separation
When
more than one passageway is contained in the same chimney, masonry separation
at least 100 millimeters thick bonded into the masonry wall of the chimney
shall be provided to separate passageways.
(9)
Inlets
Every
inlet to any masonry chimney shall enter the side thereof and shall be of not less
than 3 millimeters thick metal or 16 millimeters refractory material.
(10) Clearance
Combustible
materials shall not be placed within 50 millimeters of smoke chamber or masonry
chimney walls when built within a structure, or
within 25 millimeters when the chimney is built entirely outside the structure.
(11)
Termination
All
incinerator chimneys shall terminate in a substantially constructed spark
arrester having a mesh not exceeding 20 millimeters.
(12)
Cleanouts
Cleanout
openings shall be provided at the base of every masonry chimney.
Section
1212. Fire-Extinguishing Systems.
(a)
Fire-Extinguishing Systems
When
required, standard automatic fire-extinguishing systems shall be installed in
the following places, and in the manner provided in this Code.
(1) In every storey, basement or cellar with an area of 200
square meters or more which is used for habitation, recreation, dining, study,
or work, and which has an occupant load of more than 20.
(2) In all dressing rooms, rehearsal rooms, workshops or
factories, and other rooms with an occupant load of more than 10 or assembly
halls under Group H and I occupancies with occupant load of more than 500, and
if the next doors of said rooms are more than 30.00 meters from the nearest
safe fire dispersal area of the building or opening to an exit court or street.
(3) In all rooms used for storage or handling of photographic
x-ray nitrocellulose films and other inflammable articles.
(b)
Dry Standpipes
Every
building four or more storeys in height shall be equipped with one or more dry
standpipes.
(1)
Construction and Tests.
Dry
standpipes shall be of wrought iron or galvanized steel and together with
fittings and connections shall be of sufficient strength to withstand 20
kilograms per square centimeter of water pressure when ready for service,
without leaking at the joints, valves, or fittings. Tests shall be conducted by
the owner of the building contractor in the presence of a representative of the
Building Official whenever deemed necessary for the purpose of certification of
its proper function.
(2)
Size.
Dry
standpipes shall be of such size as to be capable of delivering 900 liters of
water per minute from each of any three outlets simultaneously under the
pressure created by one fire engine or pumper based on the standard equipment
available.
(3)
Number Required.
Every
building four or more storeys in height where the area of any floor above the
third floor is 950 square meters or less, shall be equipped with at least one
dry standpipes and an additional standpipe shall be installed for each
additional 950 square meters or fraction thereof.
(4) Location.
Standpipes
shall be located within enclosed stairway landings or near such stairways as
possible or immediately inside of an exterior wall and within 300 millimeters
of an opening in a stairway enclosure of the balcony or vestibule of a
smokeproof tower or an outside exit stairway.
(5) Siamese Connections.
Subject
to the provisions of subparagraph (2) all 100 millimeters dry standpipes
shall be equipped with a two-way Siamese fire department connection. All 125
millimeter dry standpipes shall be equipped with a three-way Siamese fire
department connection and 150 millimeters dry standpipes shall be equipped with
a four-way Siamese fire department connections. All Siamese inlet connections
shall be located on a street-front of the building and not less than 300
millimeters nor more than 1.20 meters above the grade and shall be equipped
with a clapper-checks and substantial plugs. All Siamese inlet connections
shall be recessed in the wall or otherwise substantially protected.
(6)
Outlets.
All
dry standpipes shall extend from the ground floor to and over the roof and
shall be equipped with a 63 millimeters outlet nor more than 1.20 meters above
the floor level at each storey. All dry standpipes shall be equipped with a
two-way 63 millimeters outlet above the roof. All outlets shall be equipped
with gate valves.
(7)
Signs.
An
iron or bronze sign with raised letters at least 25 millimeters high shall be
rigidly attached to the building adjacent to all Siamese connections and such signs shall read
; CONNECTION TO DRY STANDPIPE”.
(c)
Wet Standpipes.
Every
Group H and I Occupancy of any height, and every Group C Occupancy of two more
storeys in height and every Group D, D, E, F, and G Occupancy of three or more
storeys in height and every Group G and E Occupancy over 1800 square meters in
area shall be equipped with one or more interior wet standpipes extending from
the cellar or basement into the topmost storey: Provided, that Group H
buildings having no stage and having a seating capacity of less than 500 need
to be equipped with interior wet standpipes.
(1)
Construction.
Interior
wet standpipes shall be constructed of the same materials as those required for
dry standpipes.
(2)
Size
(2.1) Interior wet standpipes shall have an internal
diameter sufficient to deliver 190 liters of water per minute under 2.0
kilograms per square centimeter pressure at the hose connections. Buildings of
Group Hand I Occupancy shall have wet standpipes systems capable of delivering
the required quantity and pressure from any two outlets simultaneously; for all
other occupancies only one outlet need be figured to be opened at one time. In
no case shall the internal diameter of a wet standpipe be less than 50 millimeters,
except when the standpipe is attached to an automatic fire-extinguishing system.
(2.2) Any approved formula which determined pipe sizes on
a pressure drop basis may be used to determine pipe size for wet standpipe
systems. The Building Official may require discharge capacity and pressure
tests on completed wet standpipe systems.
(3)
Number required.
The
number of wet standpipe when required in this Code shall be so determined that
all portions of the building are within 6.00 meters of a nozzle attached to a
hose 23.00 meters in length.
(4)
Location.
In Group H and I Occupancies,
outlets shall be located as follows: one on each side of the stage, one at the
rear of the auditorium and one at the rear of the balcony. Where occupant loads are less than 500
the above requirements may be waived: Provided, that portable
fire-extinguishers of appropriate capacity and type are installed within easy
access from the said locations. In
Group B, C, D, E, F, and G Occupancies location of all interior wet standpipes
shall be in accordance with the requirement for dry standpipes: Provided, that
at least one standpipe is installed to cover not more than 650 square meters.
(5)
Outlets.
All
interior wet standpipes shall be equipped with a 38 millimeter valve in each
storey, including the basement or cellar of the building, and located not less
than 300 millimeters nor more than 1.20 meters above the floor.
(6)
Threads.
All
those threads used in connection with the installation of such standpipes,
including valves and reducing fittings shall be uniform with that prescribed by
the Secretary.
(7)
Water Supply.
All
interior wet standpipes shall be connected to a street main not less than 100
millimeters in diameter, or when the water pressure is insufficient, to a water
tank or sufficient size as provided in subparagraph. When more than one
interior wet standpipe is required in the building, such standpipe shall be
connected at their bases or at their tops by pipes of equal size.
(8
) Pressure and Gravity Tanks.
Tanks
shall have a capacity sufficient to furnish at least 1,500 litters per minute
for period of not less than 10 minutes. Such tanks shall be located so as to
provide not less than 2 kilograms per sq. cm. pressure at the topmost base
outlet for its entire supply. Discharge pipes from pressure tanks extend 50
millimeters into and above the bottom of such tanks. All tanks shall be tested
in place after installation and proved tight at a hydrostatic pressure fifty
percent in excess of the working pressure required. Where such tanks are used
for domestic purposes the supply pipe for such purposes shall be located at or
above the center line of such tanks.
Incombustible
supports shall be provided for all such supply tanks and not less than a 900
millimeters clearance shall be maintained over the top and under the bottom of
all pressure tanks.
(9)
Fire pumps.
Fire
pumps shall have a capacity of not less than 1,000 liters per minute with a
pressure of not less than 2 kilograms per sq. cm. at the topmost hose outlet.
The source of supply for such pump shall be a street water main of not less
than 100 mm, diameter or a well or cistern containing a one-hour supply. Such
pumps shall be supplied with an adequate source of power and shall be automatic
in operation.
(10)
Hose and Hose Reels.
Each
hose outlet of all interior wet standpipe shall be supplied with a hose not
less than 38 millimeters in diameter. Such hose shall be equipped with a
suitable brass or bronze nozzle and shall be not over 23.00 meters in length.
An approved standard form of wall hose reel or rack shall be provided for the
hose and shall be located so as to make the hose readily accessible at all
times and shall be recessed in the walls or protected by suitable cabinets.
(d)
Basement Pipe Inlets.
Basement
pipe inlets shall be installed in the first floor of every store, warehouse, or
factory where there are cellars or basements under same:
Except,
wherein such cellars or basements there is installed a fire-extinguishing
system as specified in this Code or where such cellars or basement are used for
banking purposes, safe deposit vaults, or similar uses.
(1)
Material.
All
basement pipe inlets shall be of cast iron, steel, brass, or bronze with lids
of cast brass or bronze and shall consist of a sleeve not less than 200
millimeters in diameter through the floor extending to and flush with the
ceiling below and with a top flange, recessed with an inside shoulder, to
receive the lid and flush with the finished floor surface. The lid shall be a
solid casting and shall have a ring lift recessed on the top thereof, so as to
flushed. The lid shall have the words “FOR FIRE DEPARTMENT ONLY, DO NOT COVER
UP” cast on the top thereof. The lid shall be installed in such a manner as to
permit its removal readily from the inlet.
(2)
Location.
Basement
pipe inlets shall be strategically located and kept readily accessible at all
times to the Fire Department.
(e) Approval.
All fire-extinguishing systems, including automatic
sprinklers, wet and dry standpipes, automatic chemical extinguishers, basement
pipe inlets, and the appurtenances thereto shall meet the approval of the fire
Department as to installation and location and shall be subject to such
periodic test as it may require.
Section
1213.Stages and Platform.
(a) Stage Ventilators.
There shall be one or more ventilators constructed of metal
or other incombustible material near the center and above the highest part of
any working stage raised above the stage roof and having a total ventilation
area equal to at least five percent of the floor area within the stage walls. The entire equipment shall conform
to the following requirements:
(1)
Opening Action.
Ventilators shall open by spring action or force of gravity
sufficient to overcome the effects of neglect, rust, dirt, or expansion by heat
or wrapping of the framework.
(2)
Glass.
Glass,
if used in ventilators must be protected against falling on the stage. A wire
screen, if used under the glass, must be so placed that if clogged it cannot
reduce the required ventilating area or interfere with the operating mechanism
or obstruct the distribution of water from the automatic fire extinguishing
systems.
(3)
Design.
Ventilators, penthouses, and supporting framework shall be
designed in accordance with this Code.
(4)
Spring Actuation.
Springs,
when employed to actuate ventilator doors, shall be capable of maintaining full
required tension indefinitely. Springs shall be no stressed more than fifty
percent of their rated capacity and shall not be located directly in the air stream,
nor exposed to elements.
(5)
Location of Fusible Links.
A
fusible link shall be placed in the cable control system on the underside of
the ventilator at or above the roof line or as approved by the Building
Official, and shall be so located as not to be affected by the operation of
fire-extinguishing systems.
(6)
Control.
Remote,
manual, or electrical control shall provide for both opening and closing of the
ventilator doors for periodic testing and shall be located at a point on the
stage designated by the Building Official. When remote control of ventilator is
electrical, power failure shall not affect its instant operation in the event
of fire. Hand winches may be employed to facilitate operation of manually
controlled ventilators.
(b)
Gridirons.
(1) Gridirons, fly galleries, and
pin-rails shall be constructed of incombustible materials and fire protection
of steel and iron may be omitted. Gridirons and fly galleries shall be designed
to support a live load of not less than 367 kilograms per square meter. Each
loft block well shall be designed to support 373 kilograms per linear meter and
the head block well shall be designed to support the aggregate weight of all
the loft block wells served. The head block well must be provided with an
adequate strongback or lateral brace to offset torque.
(2) The main counterweight sheave beam shall be designed
to support a horizontal and vertical uniformly distributed live load sufficient
to accommodate the weight imposed by the total number of loft blocks in the
gridiron. The sheave blocks shall be designed to accommodate the maximum load
for the loft or head blocks served with a safety factor of five.
(c)
Rooms Accessory to Stage.
In
a building having a stage, the dressing room sections, workshops, and store
rooms shall be located on the stage side of the proscenium wall and shall be
separated from each other and from the stage by not less than a One-hour Fire
Resistive Occupancy Separation.
(d)
Proscenium Walls.
A
stage shall be completely separated from the auditorium by a proscenium wall or
not less than two-hour incombustible construction. The proscenium wall shall
extend not less than 1.20 meters above the roof over the auditorium. Proscenium
walls may have the addition to the main proscenium openings, one opening at the
orchestra pit level and not more than two openings at the stage floor level,
each of which shall be not more than 2.00 square meters in area. All openings
in the proscenium walls of stage shall be protected by a fire assembly having a
one and one-half fire-resistive rating. The proscenium opening, which shall be
the main opening for viewing performances, shall be provided with a self
closing fire-resistive curtain as specified in this Code.
(e)
Stage Floor. The type of construction for storage floors shall depend upon the
requirements based on the type of Occupancy and the corresponding
fire-resistive requirements. All parts of the stage floor shall be designed to
support not less than 620 kilograms per square meters. Openings through stage floor shall be
equipped with tight-fitting trap doors of wood of not less than 5 millimeters
nominal thickness.
(f)
Platforms. The
type of construction for platforms shall depend upon the requirements based on
the type of Occupancy and corresponding fire-resistive requirements. Enclosed
platforms shall be provided with one or more ventilators conforming to the
requirements of stage ventilators: Except, that the total area shall be equal
to five percent of the area of the platform. When more than one ventilator is
provided, they shall be so spaced as to provide proper exhaust ventilation.
Ventilators shall not be required for enclosed platform having a floor area of
45.00 square meters or less.
(g) Stage
Exits. At least one exit not less than 900 millimeters wide shall be provided
from each side of the stage opening directly or by means of a passageway not
less than 900 millimeters in width to a street or exit court. An exit stair not
less than 750 millimeters wide shall be provided for egress from each fly
gallery. Each tier of dressing rooms shall be provided with at least two means
of egress each not less than 750 millimeters wide and all such stairs shall be
constructed in accordance with the requirement specified in this Code. The
stairs required in this sub-section need not be enclosed.
Section
1214. Motion Picture Projection Rooms.
(a)
General.
The
provisions of this Section shall apply only where ribbon type motion picture
films in excess of 22-millimeters width and electric projection equipment are
used. Every motion picture machine using ribbon type film in excess of 22
millimeter width and electric arc projections equipment, together with all
electrical devices, rheostats, machines, and all such films present in any
Group C, I, or H Occupancy, shall be enclosed in a projection room large enough
to permit the operator to walk freely on either side and back of the machine.
(b)
Construction.
Every projection room shall be of not less than one-hour
fire-resistive construction throughout and the walls and ceiling shall be
finished with incombustible materials. The ceiling shall not be less than 2.40
meters from the finished floor. The room shall have a floor area of not less
than 7.00 square meters and 3.50 square meters for each additional machine.
(c)
Exit.
Every
projection room shall have at least two doorways separated by not less than
one-thirds the perimeter of the room, each at least 750 millimeters wide and
2.00 meters high. All entrances to a projection room shall be protected by a
self-closing fire assembly having a three-fourths hour fire-resistive rating.
Such doors shall open outward and lead to proper exits as required in this Code
and shall not be equipped with any latch. The
maximum width of such door shall be 750 millimeters.
(d)
Ports and Openings.
Ports
in projection room walls shall be of three kinds: projection ports; observation
ports; and combination ports used for both observation and for stereopticon,
spot or floodlight machines.
(1)
Ports Required.
There
shall be provided for each motion picture projector not more than one
projection port, which shall be limited in area to 750 square centimeters, and
not more than one observation port, which shall be limited in area to 1,300
square centimeters. There shall be not more than three combination ports, each
of which shall not exceed 750 millimeters by 600 millimeters. Each port opening
shall be completely covered with a pane of glass; Except, that when acetate
safety film is used, projection ports may be increased in size to an area not
to exceed 4,500 square centimeters.
(2)
Shutters.
Each
port and every other opening in projection room walls, including, any fresh-air
inlets but excluding exit doors and exhaust ducts, shall be provided with a
shutter of not less than 2.4 millimeters thick sheet metal or its equivalent
large enough to overlap at least 25 millimeters on all sides of such openings.
Shutters shall be arranged to slide without binding in guides constructed or
material equal to the shutters in strength and fire-resistance. Each shutter
shall be equipped with a 74ยบ fusible link, which when fused by heat will cause
closure of the shutter by gravity. Shutters of a size greater than 1,300 square
centimeters shall be equipped with a counter-balance. There shall also be a fusible
link located over the upper magazine of each projector, which upon operating,
will close all the shutters. In addition, there shall be provided suitable
means for manually closing all shutters simultaneously from any projector head
and from a point within the projection room near each exit door. Shutters may
be omitted when only acetate safety film is used.
(e)
Ventilation.
(1)
Inlet.
A
fresh-air inlet from the exterior of the building not less than 900 square
centimeters and protected with wire netting, shall be installed within 50
millimeters of the floor in every projection room, the source of which shall be
remote from other outside vents or flues.
(2)
Outlets.
Ventilation shall be provided by one or more mechanical
exhaust systems which shall draw air from each are lamps housing to out-doors
either directly or through an incombustible flue used for no other purpose.
Exhaust capacity shall not be less than 0.50 cubic meter nor more than 1.40
cubic meter per minute for each arc lamp plus 5.60 cubic meters for the room
itself. Systems shall be controlled from within the enclosure and shall have
pilot lights to indicate operation.
The
exhaust systems serving the projection room may be extended to cover rooms
associated therewith such as rewind rooms. No dampers shall be installed in such exhaust systems. Ventilation
of these rooms, shall not connected in any way with ventilating or
air-conditioning systems serving other portions of the building. Exhaust ducts
shall be of incombustible material and shall either be kept 25 millimeters from
combustible material or covered with 10 millimeters of incombustible
heat-insulating material.
(f)
Regulation of Equipment.
All shelves, fixtures, and fixed equipment in a projection
room shall be constructed of incombustible materials. All films not in actual
use shall be stored in metal cabinets having individual compartments for reels
or shall be in generally accepted shipping containers. No solders shall be used
in the construction of such cabinets.
Section
1215. Lathing, Plastering, and Installation of Wall Boards.
The installation of lath, plaster and gypsum wall board
shall conform to the fire-resistive rating requirements and the type of
construction of building.
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Our
society keeps changing and getting more complex in time. Specifically in the
design world, our ideas and creativity always blend with that change because
that's our means of survival as end-users of this planet. With never-ending
knowledge and creativity, we always emphasize comfort, well-being, protection,
and safety as part of human needs, this applies in the fields of Architecture,
Engineering, Interior Design and the like. For designing structures and
planning spaces, there must be laws/standards that guide, protect us, and give
us the rights/privileges to perform our professional skills. One of those
guided materials is our National Building Code of the Philippines.
The
Sections discussed above mainly explains about the safety of designing spaces
with the involvement of chimneys, fireplaces, barbecues motion picture
projection rooms. These are spaces that always stress fire-resistive properties
in construction which requires extra precaution in cases of man-made or natural
calamities. It gives information regarding the right spacing, right materials
and right location. There are corresponding standards and requirements of
installing materials and finishes depending on the structure type and purpose,
it also includes the types as well. Installation of ports, forms of
ventilation, openings/exits and shutters plays a vital role in planning and
designing spaces.
The
reasons these codes of standards are established is providing safety, security
and protection against any untoward incidents. As Interior Design
students, we should not only know and memorize all these laws provided for our
profession, but also to learn, apply and practice them by heart.
-
Bacud, Regine Joy V.
-Silvano,
Meilin E.
-Drawn
by Bolivar, Natasha Marie
-Drawn
by Caballes, Wendylle B.
-Drawn
by Lim, Abigail M.
