HomeMy WebLinkAboutORD-07-79 ENACTING ARTICLE VIII CHAPTER 7 ESTABLISHING LOCAL SECURITY STANDARDS FOR BUILDINGSn...
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d PROOF OF PUBLICATION to City Clerk P 0' Banu~r4Y9 ,979 only and send PROOF
an ' .. ox I , Orange, California 92666.
CHARLOTTE M. JOHllSTON, GMC, CITY CLE!!
ORDINANCE NO. 7-
79 AN ORDINANCE OF THE CITY COUNCIL OF THE
CITY OF ORANGE ENACTING ARTICLE VIII, CHAPTER
7,ESTABLISHING LOCAL SECURITY STANDARDS
FOR
BUILDINGS.Amendment
6-78 CITY
OF ORANGE WHEREAS, pursuant to the requirements of
the California Penal Code Section 14051, the chief law enforcement
official and chief fire official have consulted together regarding
the enforcement of laws or ordinances regulating the erection,
construction, or alteration of buildings for the purpose of
developing local security standards and regulations, supplemental to
those adopted as part of Title 24 of the California Administrative
Code relating to building
standards, and WHEREAS, pursuant to the aforesaid consultation,
the said officers have proposed the following local security
standards as a supplement to the Uniform Building Code to address the
topic of safeguarding property and public welfare by regulation
and control of the design, construction, use and maintenance of
all structures,hereinafter defined, within the City
of Orange.NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF
ORANGE DOES ORDAIN
AS FOLLOWS:
SECTION I:Chapter 7 of Article VIII is hereby added to
the Orange Municipal Code to read
as follows:
Section
8700
a)
b)
c)
Scope d)The provisions of this Chapter shall apply
to all activities for which a building permit is
required by the ordinances of this city. The requirements
of this Chapter shall apply to existing buildings to
the same extent as the requirements of the Uniform
Building Code apply to
existing buildings.Existing multiple family dwelling units which,
on the effective date of this ordinance are rented
or leased,but thereafter are converted to
privately-owned family units including condominiums, shall
comply with the speci~l Residential Building Provisions
of this Chapter.Any existing structure which converts
from its original occupancy group as designated in
the Uniform Building Code, shall comply with the provisions
of this Chapter.Any building which requires
special type releasing,latching or locking devices under
the provisions of the Unif~rm Building Code or Title 19 of the
Calif~r~ia Administrative Code shall be exempt from the
prov~s~ons of this ordinance r~lating to locking
devices of interior and/
Section
8
7 0 1 Defini tions Except as ~
therw~se defined in this ordinance, all terms used
here7n, wh1ch are defined by applicable State law~ together
w1th ~ny amendments thereto, are used in this ord1nance as
so def1ned, unless from the context hereof it clearly appears
that a different meaning is intended.al "Appr<;>
ved" meanscertified as meeting the requirements of th1~
Chapter by the enforcing authority or its author1z7d agents,
or by other officials designated by law to
g1ve approval on a particular matter dealt with by the
prov~sions of this Chapter with regard to a given ~ater1al,
mode of construction, piece of equipment or dev1ce.
bl "Auxiliary
Locking Device" means a secondary locking system added
to the primary locking system to provide additional security.
c) "Bolt"
is a metal bar which, when actuated, is projected or thrown)
either horizontally or vertically into a retaining member,
such as a strike plate, to prevent a door or
window from moving or opening.d) "Bolt
Projection or Bolt Throw" is the distance from the edge
of the door, at the bolt center line, to the farthest point
on the bolt in the projected position.e) "Burglary
Resistant Glazing" means those materials as defined in
U.L. Bulletin 972.f l "
Commercial Building" is a building, or portion thereof,used for
a purpose other than a residential dwelling.gl "Component,"
as distinguished from a part, is a subassembly which combines
with other components to make up a total door or
window assembly. For example, the primary components of
a door assembly include: door, lock,hinges, jamb/
wall, jamb/strike and wall.h) "Cyl
inder" is the subassembly of a lock containing the cylinder core,
tumbler mechanism and the keyway. A double cylinder
lock is one which has a key-actuated cylinder
on both the exterior and interior of the door.i
l "Cyl inder Core or cylinder Plug" is the central part of a
cylinder containing the keyway, which is rotated by the
key to operate the lock mechanism.kl
Cylinder
Guard" is a tapere~ or flush metal. ring or plate
surrounding the otherw1se exp~sed port1o~ of a cylinder
lock to resist cutting, dr1l1ing, prY1ng,pulling,
or wrenching with common tools.Deadbolt"
is a lock bolt which does not have a spring action
as opposed to a latch bolt, which does. The bol
t must be actuated by a key or a key and a knc;>bor thumb
turn and when projected becomes locked aga1nst return
by end pressure.j
l 2-
1) "
Dead Latch or Deadlocking Latch Bolt" is a spring actuated
latch bolt having a beveled end and incorporating a
plunger which, when depressed, automatically locks the
projected latch bolt against return by end pressure.m) "
Door Assembly" ~s a unit composed of a group of parts or
components wh~ch make up a closure for an opening to co~
trol passageway through a wall. For the purposes of th~
s Chapter, a,door assembly consists of the following parts:
door; h~ngesl locking device or devices; operation contacts (
such as handles, knobs, push plates)) miscellaneous hardware
and c~osures; the frame, includin? the head,threshold
and Jambs plus the anchorage dev~ces to the surrounding
wall and a portion of the surrounding wall extending
36 inches from each side of the jambs and 16 inches
above the head.n) "
Door Stop" is that projection along the top and sides of
a door jamb which checks the door's swinging action.0) "
Double Cylinder Deadbolt" is a deadbolt lock which can be
activated only by a key on both the interior and the exterior.
p) "
Dwelling" is a building or portion thereof designed exclusively
for residential occupancy, including single family
and multiple family dwellings.g) "
Enforcing Authority" means the Chief of Police or his authorized
representative.r) "
Flushbolt" is a manual, key or turn operated metal bolt
normally used on inactive door(s) and is attached to
the top and bottom of the door and engages in the head
and threshold of the frame.s)
t)
u)
v)
w)
Fully
Tempered Glass" means those materials, meeting or exceeding
ANSI standard Z 97.1 - Safety Glaz~ng.Jamb" means
the vertical members of a door frame to which the
door is secured.x)Jamb/
Wall"
is that component of a door assembly to which a
door is attached and secured; the wall and jamb used
together are considered a unit.Key-In-
Knob" is a lockset having the key cylinder and
other lock mechanisms contained in the knob.
Latch or Latch Bolt" is a beveled, spring actuated
bolt which mayor may not have a deadlocking device.
Lock (or Lockset)" is a keyed device (complete with
cylinder, latch or deadbolt mechanism, and trim such as
knobs levers thumb turns, escutcheons, etc.) for
securing a do~r in a closed position against forced
entry. For the purposes of this Chapter, a lock does
not include the strike plate.
Locking Device" is a part of a window assembly which
is intended to prevent movement of the movable sash,
which may be the sash lock or sash operator.
y)
3-
z) "
Multiple F<;tmilyDwelling" is a building or portion the:
e?f de~~~ned.for occupancy by two (2) or more fam~
l~es l~v~ng ~ndependently of each other, inclUding hotels,
motels, apartments, duplexes and townhomes.aa) "
Part," as dist~nguishe~ from component, is a unit (or subassembly)
wh~ch comb~nes with other units to make up a
component.bb) "
Primary Locking Device" means the single locking system
on a door or window unit whose primary function is
to prevent unauthorized intrusion.cc) "
Single Family Dwelling" is a building designed exclusively for
occupancy by one (1) family.dd) "
Rail" is the horizontal member of a window or door. A meeting
rail is one which mates with a rail of another sash
or a framing member of the door or window frame when
the sash is in the closed position.ee) "
Sash" is an assembly of stiles, rails, and sometimes,mullions
assembled into a single frame which supports the
glazing material. A fixed sash is one which is not intended
to be opened. A movable sash is intended to be
opened.ff) "
Sill" is the lowest horizontal member of a window frame.
gg) "
Single Cylinder Deadbolt" is a deadbolt lock which is activated
from the outside by a key and from the inside by
a knob, thumb-turn, lever, or similar mechanism.
hh) "Solid Core Door" is a door composed of solid wood or
composed of compressed wood equal in strength to solid
wood construction.
11)
j j )
kk)
11 )
mm)
nn)
Stile" is a vertical framing member of a window or
door.
strike" is a metal plate attached to or mortised into
a door or door jamb to receive and to hold a projected
latch bolt and/or deadbolt in order to secure the door
to the jamb.
Swinging Door" is a door hinged at the stile or at the
head and threshold.
u. L. Listed" means tested and listed by Underwriters
Laboratory, Inc.
Window AsSembly" is a unit which includes a window and
the anchorage between the window and the wall.
Window Frame" is that part of a window which surrounds
and supports the sashes and is attached to ~he surrounding
wall. The members include side jambs (vert~cal), head
jamb (upper, horizontal), sill and mullions.
4-
section
8702 Enforcement The
Chief of POlice, or his authorized representatives are
here~y,impowered,and directed to administer and enforce'the
prov~s~ons of th~s ordinance. Plans and specifications for
a~y proposed cons~ruction must, however, be approved by the
D~:ector of Plann~~g and Development Services, or his autho:~
zed 7epresentat~ve~, ~n accordance with the provisions of
th~s ord~nance. No b~~ld~ng permit is to be finally approv7d
unless the app~~~ant has satisfied the enforcing author~
ty that all prov~Hons of this ordinance have been met.
Section
8703 Reserved)Section
8704 Violations and Penalties It
shall be unlawful for any person, firm or corporation to
ere~t, construct, enlarge, alter, move, improve, convert,or
equ~p, use, occupy or maintain any building or structure in
the City, or cause same to be done, contrary to or in violation
of any of the provisions of this Chapter.Any
person, firm, or corporation violating any of the provisions
of this Chapter is guilty of a misdemeanor and shall
be punishable for each offense, by a fine of not more than $
500, or by confinement in jail for not more than six 6)
months, or by both fine and confinement in jail.Section
8705 Severability This
ordinance shall be deemed supplemental to any local,
state or Federal laws, regulations or codes dealing with
life safety factors.If
any subsection, subdivision, sentence, clause,phrase,
or portion of this Chapter, or the application thereof
to any person, is for any reason held to be invalid or
unconstitutional by the decision of any court of competent jurisdiction,
such decision shall not affect the validity of the
remaining portion of the Chapter or its application to other
persons.Section
8706 Alternate Materials and Methods of Construction The
provisions of this ordinance are not intended to prevent
the use of any material or method of construction not
specifically prescribed by this Chapter provided any such
alternate has been approved by the enforcing authority,nor
is it the intention of this ordinance to exclude any sound
method of structural design or analysis not specifically provided
for in this Chapter. Materials, methods of construction,or
structural design limitations provided for in this ordinance
are to be used unless an exception is granted by the
enforcing authority.The
enforcing authority may ap~rove any ~uch alternate provided
they find the proposed des~gn, mater~al, and method of
work to be for the purpose intended, at. least equivalent to
that prescribed in this Chapter in qua~~~y, strength,effectiveness,
burglary resistance, durab~l~ty and safety.5-
section
8707 Appeals In
case of,any dispute regarding the suitability of alternate
mat7rlals and,methods of construction, the decision of,
th7 enforclng authorlty may be immediately appealed to a BU11dlng
Safety Board of Appeals. This Board shall consist of
the Chi7f Buildin? Official, the Director of Planning,and
the Chlef of Pollce, or any of their authorized representatives.All
appeals shall be presented in writing to the Building Safety
Board of Appeals. The Board shall adopt reasonable rules
and regulations for conducting its hearings and will issue
written ~indings and conclusions within ten (10) days after
the submlttal of an appeal. Any decision of the Building
Safety Board of Appeals may be directly appealed to the
City Council of Orange.Section
8708 Reserved)section
8709 Reserved)section
8710 Keying Requirements Upon
occupancy by the owner or proprietor, each single unit
in the same residential project or commercial building development,
constructed under the same development plan,shall
have locks using combinations which are interchange free
from locks used in all other separate dwellings,proprietorships
or similar distinct occupancies within such residential
project or commercial building development.Section
8711 Frames/Jambs/Strikes/Hinges Except
for vehicular access doors, all exterior swinging doors
of any residential building and attached garages,including
the door leading from the garage area into the dwelling
unit shall be equipped as follows:a)
Door jambs shall be installed with solid backing in such
a manner that no voids exist between the strike side
of the jamb and the frame opening for a vertical distance
of six (6) inches each side of the strike.In
wood framing, horizontal blocking shall be placed between
studs at door lock height for three (3) stud spaces
each side of the door openings.b)
c)
Door stops on wooden jamb~ for,in-swin~ing doors shall
be of one piece constructlon wlth the Jamb. Jambs for
all doors shall be constructed or protected so as to
prevent violation of the strike.
The strike plate for deadbolts on all wood framed doors
shall be constructed of minimum sixteen (16) u.s. gauge
steel, bronze, or brass and secured to the jamb by a
minimum of two (2) screws, which must penetrate at
least two (2) inches into solid backing beyond the
surface to which the strike is attached.
Hinges for out-swinging doors shall,be e9uipped
with nonremovable hinge pins or a mechanlcal lnt7rlock
to preclude removal of the door from the exterlor
by removing the hinge
pins.
d)
e)
O~
Section 8712 Windows/Sliding Glass Doors
The following requirements must be met for windows and
sliding glass doors:
a) Except as othe~wise provided by this Chapter, all
operable exter~or windows and sliding glass doors shall
comply with the tests set forth herein.
b) Louvered windows shall not be used when portion of the
window is le~s than twelve (12) feet vertically or six
6~ ~e7t hor~zontally from an accessible surface or any
adJo~n~ng roof, balcony, landing, stair tread platform
or similar structure. "
section 8713 Garage Type Doors -- Rolling Overhead, Solid Overhead,
Swing, Sliding or Accordian All
garage doors shall conform to the following standards:a)
Wood doors shall have panels a minimum of five-sixteenths
5/16) inch in thickness with the locking hardware
being attached to the support framing.
b) Aluminum doors shall be a minimum thickness of .0215
inches and riveted together a minimum of eighteen (18)
inches on center along the outside seams. There shall
be a full width horizontal beam attached to the main
door structure which shall meet the pilot, or pedestrian
access, door framing wi thin three (3) inches of the
strike area of the pilot or pedestrian access door.
c) Fiberglass doors shall have panels a minimum density of
six (6) ounces per square foot from the bottom of the
door to a height of seven (7) feet. Panels above seven
7) feet and panels in residential structures shall
have a density not less than five (5) ounces per square
foot.
d) Doors utilizing a cylinder lock shall have a minimum
five (5) pin tumbler operation with the locking bar or
bolt extending into the receiving guide a minimum of
one (1) inch.
e) Doors that exceed sixteen (16) feet in width, but do
not exceed nineteen (19) feet in width, shall have the
following options as to locking devices:
2 )
Two (2) lock receiving points, or one (1) garage
door type slide bolt may be used if mounted no
higher than twenty-six (26) inches from the
bottom of the
dooq A single bolt may be used if placed in the
center of the door with the locking point located
either at the floor or door frame
header,
1 )3 )Torsion spring counter balance type hardware
may be used if such hardware substantially
complies with the requirements of this
ordinance.
f) Except ,in a resid7ntial building, doors secured byelectr~cal operat~on shall have a keyed-switch toopenthedoorwheninaclosedpositionorshallhave
a signal locking device to open said'
door.g) Doors with slide bolt assemblies shall have frames
a minimu~ of .120 inches in thickness, with a m~n~
mum bolt d~ameter of one-half (1/2) inch and
protrude at le~st one and on7-half (1-1/2)
inches into the receiving gu~de. A bolt d~ameter of three-
eighths (3/8) inch may be used in a
residential building. The slide bolt shall be attached to
the door with nonremovable bolts from the outside. Rivets shall
not be used
to attach slide bolt assemblies.h) Except in a residential
building, padlock(s) used with exterior mounted slide bolt(
s) shall have a hardened steel shackle locking both at heel
and toe and a minimum five (5) pin
tumbler operation with nonremovable key when in an unlocked
position. Padlock(s) used with interior mounted slide bolt(
s) shall have a hardened steel shackle with a
minimum
four (4) pin tumbler operation.Section
8714 Special Residential Building provisions a) Except for vehicular
access doors, all exterior swinging doors of any
residential building and attached garages,including the door leading
from the garage area into the dwelling unit
shall
be
equipped
as follows:1 )2 )3 )All wood doors shall
be of solid core construction with a minimum
thickness of one and three-fourths 1-3/4) inches,
or with panels not less
than
nine-sixteenths (9/16) inch thick.4 )A single or
double door shall be equipped with a
single cylinder deadbolt lock. The bolt shall have a minimum
projection of one (1) inch and be constructed
so as to repel cutting tool attack.The deadbolt
shall have an embedment of at least three-
fourths (3/4) inch into the strike receiving
the projected bolt. The cylinder shall have a cylinder
guard a minimum of five (5) pin tumblers,and shall be
c~nnected to the inner portion of the
lock by connecting screws of at least one-fourth
1/4) inch in diameter. A dual locking mechanism
constructed so that both deadbolt and latch can be
retracted by a single action of the inside door
knob, or lever, may be substituted prov~ded it,
meets all other specifications for lock~ng dev~ces.
The inactive leaf of double door(s) .shall ~e,equipped with
metal flush bolts hav~ng a m~n~mum
embedment of five-eighths (5/8)
inch into the head and threshold of the
door frame.Glazing in exterior doors or within twelve (12)
inches of any locking mechanism shal~ be of ful~
y tempered glass or rated burglary res~
stant glaz~ng.Except where clear vision panels are ~nstal17d,all
front exterior doors shall be equ~pped w~th
a wide angle (1800) door view7r, not to
be mounted more
than
b) street numbers and other identifying data shall be
displayed as follows:
1) All res~dential ~wellings shall display a street
number ~n a prom~nent location on the street side
of the residence in such a position that the
num~er is easily visible to approaching emergency
veh~cles. The numerals shall be no less than four
4) inches in height and shall be of a contrasting
c~lor to t~e background to which they are attached.
S~ngle fam~ly dwellings shall have these numerals
illuminated during the hours of darkness.
2) There shall be positioned at each entrance of a
multiple family dwelling complex an illuminated
diagramatic representation of the complex which
shows the location of the viewer and the unit
designations within the complex. In addition,
each individual unit within the complex shall
display a prominent identification number, not
less than four (4) inches in height, which is
easily visible to approaching vehicular and/or
pedestrian traffic.
c) Lighting in multiple family dwellings shall be as
follows:
1) Aisles, passageways, and recesses related to and
within the building complex shall be illuminated
with an intensity of at least twenty-five
one hundredths (.25) footcandles at the ground
level during the hours of darkness. Lighting
devices shall be protected by weather and vandalism
resistant
covers.2) Open parking lots and carports shall be
provided with a maintained minimum of one (1) footcandle
of light on the parking surface during the hours
of darkness. Lighting devices shall be protected
by weather and vandalism resistant
covers.
I d) Garages or any parking areas required to be
covered,shall have vehicular access door(s) which conform
to the provisions of this
ordinance.EXCEPTION: A vehicular access door will not
be required when the inside of the
garage,including the entire rear wall,
is visible from floor level to a height
of five (5) feet. Visibility shall
constitute an unobscured line of vision, not
to exceed eighty (80) feet, from the
window of a dwelling unit to the inside of
the garage. This window is to have a
clear vision panel with the dimensions
not less than three (3) feet either
horizontally or vertically, and the window sill to
be not more than four (4) feet from
the floor. The visibility factor
shall apply to those garages and windows
of the same multiple family
dwelling
complex.
section 8715
WflllIIIlT1"'-U
Special Commercial Buildinq Provisions
a) Swinging exterior glass doors, wood or metal doors with
glass panels, solid wood or metal doors shall be constructed
or protected as follows:
1) Wood doors shall be of solid core construction
with a minimum thickness of one and three-
fourths 1-3/4) inches. Wood panel doors with
panels less than one (1) inch thick shall be covered
on the inside with a minimum sixteen (16) U.
s. gauge sheet steel, or its equivalent, which is
to be attached with screws on minimum six (
6) inch centers. Hollow steel doors shall be of
a minimum sixteen (16) U.S. gauge and have
sufficient reinforcement to maintain the designed thickness of
the door when any locking device is installed;
such reinforcement being able to restrict collapsing of
the door around any
locking device.2) Except when double cylinder deadbolts
are utilized,any glazing in exterior doors or
within forty-eight (48) inches of any door
locking mechanism shall be constructed or protected
as follows:Iron or steel grills of at
least one-eighth 1/8) inch material with a
minimum two (2)inch mesh secured on the inside
of the glazing may
be utilized/ or The glazing shall be covered
with iron bars of at least one-half (1/2)
inch round or one 1) inch by one-fourth (
1/4) inch flat steel material, spaced
not more than five (5)inches apart, secured
on
the inside of the glazing.Items b. and
c. above shall not interfere with the operation
of opening windows if such windows are required
to be openable
by the Uniform Building Code.b) All swinging exterior wood
and steel doors
shall
be
equipped
as
follows:a.b.c.1)Fully
tempered glass or
rated
burglary resistant glazing; or d.A single or double door
shall be equipped with a double cylinder deadbolt.
The bolt shall have a minimum projection of one (
1) inch and be constructed so as to repel
cutting tool attack. The deadbolt shall have an embedment of
at lea~t three-fo~rths 3/4) inch into
the strike receiv~ng the prOJected bolt. The cylinder
shall have a cylinder guard, a minimum of five (
5) pin tumblers, and shall be connected to the
inner portion of the lock by connecting screws
of at least one-fourth (1/4)inch
in diameter. The provisions of
the preceding paragraph do not
apply
where:Panic hardware is required, or a.b.An
equivalent de~ice
n"",,~
2) Double doors shall be equipped as follows:
a. The,inacti~e leaf of double door(s) shall be
e9u~pped w~th metal flush bolts having a
n~mum embedment of five-eighths (5/8)
inch nto the head and threshold of the
door
frame.b. Double doors.s~all have an astragal
constructed o~ steel a m~n~mum of .125 inch thick
which w~ll cover the opening between the
doors.he astr~gal shall be a minimum of two (
2)7nches w~de, and extend a minimum of one (
1)nch beyond the edge of the door to which
it s attached. The astragal shall be
attached to the outside of the active door by means
of welding or with nonremovable bolts
spaced apart on not more than ten (10) inch
centers.The door to which such an astragal
is a ttached must be determined by the
fire-safety codes adopted by the
enforcing
authority. )c) Aluminum frame swinging doors shall be equipped
as
follows:1) The jamb on all aluminum frame swinging
doors shall be so constructed or protected to
withstand 1600 pounds of pressure in both a vertical
distance of three (3) inches and a horizontal distance
of one (1) inch each side of the strike, so as
to prevent violation of the
strike.2) A single or double door shall be equipped with
a double cylinder deadbolt with a bolt
projection exceeding one (1) inch, or a hook shaped
or expanding dog bolt that engages the
strike sufficiently to prevent spreading. The
deadbolt lock shall have a minimum of five (5) pin
tumblers and a cylinder
guard.d) Panic hardware, whenever required by the Uniform
Building Code or Title 19, California Administrative Code,
shall be installed as
follows:
1)
2 )
3 )Panic hardware shall contain a minimum of two (
2)locking points on each door;
or On single doors, panic hardware may have
one locking point which is not to be located at
either the top or bottom rails of the door frame.
The door shall have an astragal constructed of
steel 125 inch thick which shall be attached
with nonremovable bolts to the outside of the
door.The astragal shall extend a minimum of six (
6)inches vertically above and below the latch of
the panic hardware. The astragal shall be a
minimum of two (2) inches wide and extend a minimum of
one 1) inch beyond the edge of the door to which
it is
attached.Double doors containing panic hardware shall
have an astragal attached to the doors at their
meeting point which will close the opening between
them,but not interfere with the operation of
either
e)
Horizontal
sliding doors shall be equipped with a metal guide
track at top and bottom and a cylinder lock and/
or padlock with a hardened steel shackle which locks
at both heel and toe, and a minimum five (5) pin tumbler
operation with nonremovable key when in an unlocked
position. The bottom track shall be so designed that
the door cannot be lifted from the track when the door
is in a locked position.f)
In office buildings (multiple occupancy), all entrance doors
to individual office suites shall meet the construction and
locking requirements for exterior doors.Windows
shall be deemed accessible if less than twelve 12)
feet above ground. Accessible windows and all exterior
transoms having a pane exceeding ninety-six
96) square inches in an area with the smallest dimension
exceeding six (6) inches and not visible from a public
or private vehicular accessway shall be protected in
the following manner:
1) Fully tempered glass or burglary resistant glazing;
or
g)
2) The following window barriers may be used but
shall be secured with nonremovable bolts:
Inside or outside iron bars of at least one-
half (1/2) inch round or one (1) inch by one-
quarter (1/4) inch flat steel material,
spaced not more than five (5) inches apart
and securely fastened; or
Inside or outside iron or steel grills of at
least one-eighth (1/8) inch material with
not more than a two (2) inch mesh and
securely
fastened.If a side or rear window is of the type that
can be opened, it shall, where app~icable, be
secured on the inside with either a sl~de bar,
bolt,crossbar auxiliary locking device, and/or
padlock with hardened steel shackle, a minimum four (
4)pin tumbler
operation.The protective bars or gri~ls s~all no~
interfere with the operation of open~ng w~ndows ~f
such.windows are required to be openable by the Un~
form Buil ding
Code.
a.
b.
3 )
4 )h)Roof openings shall be equipped as
follows:All skylights on the roof of any building
or premises used for business purposes shall
be provided
with:a. Rated burglary resistant glazing;
or b.Iron bars of at least one-half (1/
2) inch round or one (1) inch by
one-fourth (l/~)inch flat steel material under
the skyl~ght and
securely fastened; or A steel grill of at least
one-eighth (1/8)inch material with a
maximum two (2) inch mesh under the
skylight
and
2)
All hat~hway openings on the roof of any buildin or
prem~ses used for business purposes shall be g
secured
as follows:If
the hatchway is of wooden material it s~
all be covered on the inside with at least s~
x~een (16) U.S. gauge sheet metal, or its equ~
valent, attached with screws.The
hatchway shall be secured from the inside with
a slide bar or slide bolts.Outside
hinges on all hatchway openings shall b7
provide~ with nonremovable pins when using p~
n-type h~nges.
3) A~l air ~uct or air vent openings exceeding
n~nety-s~x (96) square inches on the roof
or exterior walls of any building or premises
used for business purposes shall be secured by
covering the same with either of the
following:
a.
b.
c.a. Iron bars of at least one-half (1/
2) inch round or one (1) inch by one-
fourth (1/4)inch flat steel material spaced
no more than five (5) inches apart
and
securely fastened;or b. Iron or steel grills of
at least one-eighth l/B) inch material with
a maximum two (2)inch
mesh and securely fastened.c. If the barrier is on the
outside, it shall be secured with
bolts which are
nonremovable from the exterior.d. The above (a. and b.)
must not interfere with venting
requirements creating a potentially hazardous condition to
health and safety or conflict with the
provisions of the Uniform Building Code or
Title
19, California Administrative Code.i) Permanently affixed ladders leading
to roofs shall be fully enclosed with sheet metal to a
height of ten (10)feet. This covering shall be
locked against the ladder with a case hardened
hasp, secured with nonremovable screws or bolts. Hinges on the
cover will be provided with nonremovable pins when
using pin-type hinges. If a padlock is used, it
shall have a hardened steel shackle, locking at both heel
and toe, and a minimum five (5) pin
tumbler operation with nonremovable key
when
in an unlocked position.I',I'j) The following standards
shall apply to lighting,
address identification and parking areas:1) The address
number of every commercial building shall be illuminated
during the hours of darkness so that it shall be
easily visible from the street.The numerals in these
numbers shall be no less than six (6) inches in height
and be of a color contrasting to
the background. In addition, any business which
affords vehicular access to the rear through any
driveway, alleyway or parking lot shall alsO display the same
numbers on
T.~
2 )All exterior commercial doors d '
d k h 11' '
ur~ng the hours of
ar ness, s a be llluminated with a minimum of
one (1) footcandle of light. All exterior bulbs
shall (be) protected by weather and vandalism resistant
cover s .
Open parking lots, and access thereto providing
more than ten (lO) parking spaces and' for use b
th';l ge~eral pu~lic, shall be provided with a
y
malntalned ~inlmum of one (I) footcandle of light
on the.park~ng surface from dusk until the termination
of buslness every operating day.
k) Elevators
3 )
I) Passenger elevators, the interiors of which are
not completely visible when the car door(s) is
oJ?e~, shall have mirrors so placed as to make
vls~ble the whole of the elevator interior to
P70spective passengers outside the elevator;
mlrrors shall be framed and mounted to minimize
the possibility of their accidentally falling or
shattering.
2) Elevator emergency stop button shall be so installed
and connected as to activate the elevator alarm.
section 8716 (Reserved)
Section 8717 (Reserved)
Section 8718 (Reserved)
Section 8719 (Reserved)
Section 8720 Tests
a) It shall be the responsibility of the owner of record,
or owner with right of sole possession, or owner, or
his designated agent, of a building or structure falling
within the provisions of this Chapter to provide the
enforcing authority with a written specification
performance test report indicating that the materials
utilized meet the minimum requirements.
b) Whenever there is insufficient evidence of compliance
with the provisions of this Chapter or evidence that
any material or any construction does not conform to
the requirements of this Chapter, or in order to
substantiate claims for alternate materials or methods
of construction, the enforcing authority may require
tests as proof of compliance to be made at the expense
of the owner or his agent by any agency which is
approved by the enforcing authority.
c) Specimens shall be representative, and the construction
shall be verified by assembly drawings and bill of
materials. Two (2) complete sets of manufacturer or
fabricator installation instructions and full-size
or accurate scale templates for all items and
hardware shall be
included.
d)
Tests for sliding glass doors shall be conducted as follows:
1)
The construction and size of the test door assemblies,jambs
and headers, and all hardware components hall ?
e representative of that for which acceptance s
deslred. The door assembly and mounting in the support
fixture shall simulate the rigidity normally provided
to a door assembly in a building by the ceiling,
floor and walls.2)
Sample doors submitted for testing shall be glazed.
Panels shall be closed and locked with the
primary locking device only.3)
Tests shall be performed on the samples in the following
order:with
the panels in the test position, a concentrated
load of 800 pounds shall be applied
to the vertical pull stile incorporating
a locking device, at a point
on the stile within six (6) inches of
the locking device, in the direction parallel
to the plane of the glass that would
tend to open the door. With the load
removed, determine if the primary locking
device can be unlocked by manipulation as
described in Test H.TEST
A TEST
B 1)II'
I
f
I,;
I
2)
with
panels in the test position, a concentrated
load of 50 pounds shall
be applied to the vertical pull
stile incorporating a locking device,
at a point on the stile within
six (6) inches of the locking
device, in the direction parallel
to the plane of the glass that
would tend to open the door while,
simultaneously, an additional concentrated
load of 200 pounds is applied
to the sa~e ar~a of the .same
stile in a d~rect~on perpendlcular to
the plane of glass toward the interior
side of the building.with
the load applied, determine if the
primary locking device can be unlocked
by manipulation as directed in
Test H.Repeat
Test B (1) substituting 800 pounds
for the indicated 50 pounds.Perform
the manipulation tests with the
load removed.15-
TEST C
TEST D
TEST E
1) With the panels in the test position,
a concentrated load of 50 pounds
shall be applied to the vertical
pul ~ stile incorporating a locking
dev~ce, at a point on the stile
within six (6) inches of the locking
device, in the direction parallel
to the plane of the glass that
would tend to open the door while
simultaneously, an additional
concentrated load of 200 pounds is
applied to the same stile in the
direction perpendicular to the
plane of the glass toward the
exterior side of the door. With
the load applied, determine if the
primary locking device can be
unlocked by manipulation as
described in Test H.
2) Repeat Test C (1) substituting 800
pounds for the indicated 50 pounds.
Perform the manipulation tests with
the load removed.
With the movable panel lifted upward to
its full limit within the confines of
the door frame, a concentrated load of
800 pounds shall be applied separately
to each vertical pull stile incorporating
a locking device, at a point on the
stile within six (6) inches of the
locking device, in the direction parallel
to the plane of the glass that would
tend to open the door. With the load
removed, determine if the primary
locking device can be unlocked by
manipulation as described in Test H.
1) with the movable panel lifted
upward to its full limit within
the confines of the door frames, a
concentrated load of 50 pounds
shall be applied to the vertical
pull stile incorporating a locking
device, at a point on the stile
within six (6) inches of the
locking device, in the direction
parallel to the plane of the glass
that would tend to open the door
while, simultaneously, an additional
concentrated load of 200 pounds is
applied to the same area of the
same stile in the direction perpendicular
to the plane of the glass toward
the interior side of the door.
with load applied, determine if the
primary locking device can be
unlocked by manipulation as described
in Test H.
2 )Repeat Test E (1) substituting 800
pounds for the indicated 50 pounds.
Perform the manipulation tests with
the load removed.
TEST F
TEST G
TEST H
1)
With the movable panel lifted upward
to its full limit within the confines
of the door panel, a concentrated
load of 50 pounds shall
be applied to the vertical sti~
e incorporating a locking dev~
ce, at a point on the stile within
six (6) inches of the locking
device, in the direction parallel
to the plane of glass that would
tend to open the door while simultaneously,
an additional 'concentrated
load of 200 pounds is applied
to the same area of the same
stile in the direction perpendicular to
the plane of the glass toward the
exterior side of the door.Wi
th the load applied, determine if the
primary locking device can be unlocked
by manipulation as described in
Test H.2)
Repeat Test F (1) substituting 800 pounds
for the indicated 50 pounds.Perform
the manipulation tests with the
load removed.For
inside sliding doors, repeat Test D,while
simultaneously applying a concentrated load
of 50 pounds at the end of the movable
bottom rail near the meeting stiles
inward. For outside sliding doors,
repeat Test D while simultaneously applying
a concentrated load of 50 pounds
at the end of the movable bottom rail
near the meeting stiles and outward.Lift,
push, pull, or otherwise manipulate by
hand the door relative to the clearances within
the frame while attempting to open
the door. This test shall be conducted
continuously for five (5)minutes.
Examine
the assembly and determine a method
and position for inserting a tool through
the assembly from the outside so as
to contact the primary locking device or
the latch. Two (2) different tools shall
be used: a knife or spatula with a
thin blade approximately 1/32 inch thick,
not more than one (1) inch wide and
no longer than six (6) inches; and a piece
of stiff steel wire with a diameter of
approximately 1/16 inch. Determine whether
it is possible to insert the wire
or manipulate with either of these tools
so as to unlock the door within a five (
5) minute time period.17-
TEST I
With
the following tools:1)
A knife or spatula with a thin blade
approximately 1/32 inch thick,
not more than one (1) inch wide,
and no longer than six (6)inches;
and 2)
A straight or Phillips screwdriver with
a maximum six (6) inch shaft Remo~
e from the door assembly all screws,glaz~
ng beads, or other mechanical fasteners
which can be removed readily from
the exterior within a time limit of five (
5) minutes. Determine if the primary
locking device can be unlocked or
entry gained by manipulation as described
in Test H.4)
Fixed Panels. Fixed panels shall be fastened in accordance
with the manufacturer's instructions.Tests
shall be performed in the following order:TEST
A TEST
B TEST
C with
the panels in the normal position,a
concentrated load of 300 pounds shall be
applied at midspan of the fixed jambstile
in the direction parallel to the
plane of the glass that would tend to
remove the fixed panel from the frame jamb
pocket. With the load applied,determine
if entry can be gained by manipulation
as described in Subsection d),
Paragraph (3), Test H, above.with
the panels in the normal position,a
concentrated load of 300 pounds shall be
applied at midspan of the fixed jambstile
in the direction parallel to the
plane of the glass that would tend to
remove the fixed panel from the frame jamb
pocket while, simultaneously, an additional
concentrated load of 150 pounds
is applied at midspan of the fixed
panel interlock stile in the direction
perpendicular to the plane of the
glass which would tend to disengage the
meeting stiles. with this load applied,
determine if entry can be gained
by manipulation as described in Subsection (
d), Paragraph (3), Test H,above.
Repeat
Test A with the fixed panel lifted
upward to its full limit within the
confines of the door frame. The lifting
force need not exceed 150 pounds at
the bottom of the exterior face of the
meeting stile. With this load applied,
determine if entry can be gained
by manipulation as described in subsection (
d), paragraph (3), Test H,above.
18-
5) A sliding door assembly shall fail these tests if
at any time during or after the test, the sliding
oor assembly does not remain engaged, intact, and
n the closed and locked position by manipulating
an exposed component I or if one can enter through
displaced or damaged portions.
6) The report shall include the following: Identification
of the samples testedl type, size, location, and
number of locking devices I type, location, and
number of anchors I type and thickness of glazing
material and an indication of whether or not the
subject passed the test. The report shall also
indicate at what point the assembly fails. The
report shall be certified to be a true copy by the
testing laboratory and shall be forwarded direct
from the laboratory to the enforcing authority.
e) For the purpose of this ordinance, windows are classified
as follows:
Type A window assemblies incorporate one (1) or more
sashes that open by sliding in the plane of
the wall in which the window is installed.
Type B Window assemblies incorporate one (1) or more
framed sashes which are hinged at or near two
2) corners of the individual sash and open
toward the exterior of the wall.
Type C Window assemblies incorporate one (1) or more
sashes which open toward the interior and are
hinged at or near two (2) corners of the sash.
Type D Window assemblies incorporate one (1) or more
sashes which are hinged or pivot near the
center so that part of the sash opens into
the interior wall and part opens toward the
exterior.
1 )Window assemblies shall be mounted following the
manufacturer's installation instructions. Install
the window assembly in a test fixture which simulates
the wall construction required by Chapter 25 of
the Uniform Building Code. The unit shall be
fully glazed. The sash shall be closed and locked
with the primary locking device only.
Tests for Type A window assemblies shall be
performed in the following order:a.
TEST A With the sliding sash in the normal
position, a concentrated load of
200 pounds shall be applied separately
to each member incorporating a
locking device, at a point on the
sash member within six (6) inches
of the locking device, in the
direction parallel to the plane of
the glass that would tend to open
the window. with the load removed,
apply the manipulation test described
in subsection (d), Paragraph (3),
Test a, above.
19-
TEST B
TEST C
TEST D
l
i:
Tfj1
With
the sliding sash in the normal position,
a concentrated load of 200
pounds shall be applied separately to
each sash member incorporating a locking
device, at a point on the sash
member within six (6) inches of
the locking device in the direction parallel
to the plane of the glass that
would tend to open the window while,
simultaneously, an additional concentrated
load of 75 pounds is applied
in the same area of the same
sash member in the direction perpendicular
to the plane of the glass
toward the interior side of the
window. with the load removed,apply
the manipulation test described in
Subsection (d), Paragraph (3),Test
H, above.with
the sliding sash in the normal position,
a concentrated load of 200 pounds
shall be applied separately to
each sash member incorporating a locking
device, at a point on the sash member
within six (6) inches of the locking
device, in the direction parallel
to the plane of the glass that
would tend to open the window while,
simultaneously, an additional concentrated
load of 75 pounds is applied
to the same area of the same sash
member in the direction perpendicular to
the plane of the glass toward the exterior
side of the window. With the load
removed, apply the manipulation test
described in Subsection (d),Paragraph (
3), Test H, above.with
the sliding sash lifted upward to the
full limit within the confines of the
window frame, a concentrated load of
200 pounds shall be applied separately to
each sash member incorporating a locking
device, at a point on the sash within
six (6) inches of the locking device,
in the direction parallel to the
plane of glass that would tend to open
the window. With the load removed,apply
the manipulation test described in
Subsection (d), Paragraph (3), Test H,
above.20-
TEST E
TEST F
if(
1.
W
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if
I'Ii
f
W.
ti"
TEST G
W'
Ii
I
@
I
18
r
I
f
TEST H
With the sliding sash lifted upward to
the full limit within the confines of
the window frame, a concentrated load
of 200 pounds shall be applied separately
to each sash member incorporating a
locking device, at a point on the sash
within six (6) inches of the locking
device, in the direction parallel to
the plane of the glass that would tend
to open the window, while, simultaneously,
an addit:lonal concentrated load of 75
pounds is applied to the same area of
the same sash member in the direction
perpendicular to the plane of the glass
towards the interior side of the window.
With the load removed, apply the
manipulation test described in
Subsection (d), Paragraph (3), Test H,
above.
With the sliding sash lifted upward
to the full limit within the confines
of the window frame, a concentrated
load of 200 pounds shall be applied
separately to each member incorporating
a locking device, at a point on the
sash member within six (6) inches
of the locking device, in the
direction parallel to the plane of
the glass that would tend to open
the window while, simultaneously,
an additional concentrated load of
75 pounds is applied to the same
area of the same sash member in the
direction perpendicular to the
plane of the glass toward the
exterior side of the window. with
the load removed, apply the manipulation
test described in Subsection (d),
Paragraph (3), Test H, above.
For inside sliding windows, repeat
Test F while simultaneously applying
a concentrated load of 25 pounds
inward at the end of the movable
bottom rail near the meeting stile
opposite the lock stile. For
outside sliding windows, repeat
Test F while simultaneously applying
a concentrated load of 25 pounds in
the same direction as the perpendicular
load inward at the end of the
movable bottom rail near the meeting
stile opposite the lock stile
outward.
Perform the disassembly and manipulation
test as described in Subsection
d), Paragraph (3), Test I, above.
21-
b.
The tests for Type Band C window assemblies shall
be performed in the following orderl TEST
A TEST
B TEST
C TEST
D TEST
E With
the swinging sash in the normal
position, apply a concentrated oad
of 100 pounds wi thin three (3)lnches
of each end of the rail or s~
ile which is,opposite the hinged slde,
in the dlrection perpendicular to
the plane of the glass that would
tend to open the window.Repeat
Test A and simultaneously apply
a concentrated load of 100 pounds
on the outside within one 1)
inch of the end of the stile or rail
which is opposite the hinged side,
in a direction parallel to the
plane of the glazing which would
tend to disengage the lock.With
the swinging sash in the normal
position, apply a concentrated load
of 200 pounds on the rail or stile
containing the locking device within
six (6) inches of the lock.Repeat
Test B while simultaneously applying
Test C. The manipulation test
described in Subsection (d),Paragraph (
3), Test H, above, shall be
applied in Tests A, B, and D to the
sash with the load removed.Perform
the disassembly and manipulation test
as described in Subsection d),
Paragraph (3), Test I, above.c.
Tests for Type D window assemblies shall be performed
in the following order:TEST
A TEST
B TEST
C TEST
D with
the sash in the normal position,simul
taneously apply a concentrated load
of 100 pounds within three (3)inches
of the ends of each rail or stile
which is perpendicular to the pivot
sides in the direction that would
tend to open the sash.with
the sash in the normal position,apply
a concentrated load of 100 pounds
on the rail or stile containing the
pivot within one (1) inch of the
pivot in a direction parallel to
the pivots.Repeat
Test B, applying the load to the
opposite rail or stile.with
the sash in the normal position,apply
a concentrated load of 200 pounds
on the rail or stile containing the
locking device within six (6)inches
of the lock.22-
r"'~
Repeat Test D while simultaneously
applying the load specified in Test
B. Repeat Test D while simultaneously
applying the load specified in Test
C above. The manipulation test
described in Subsection (d), Paragraph
3), Test H, above, shall be applied
n Tests A, B, C, and D above to
the sash with the load removed.
Perform the disassembly and manipulation
test as described in Subsection
d), Paragraph (3), Test I, above.
d. A window assembly shall fail these tests if
a t any time during or after the tests, the
ssembly does not remain engaged, intact, and
n ~he cl?sed and locked position by
man~pulat~ng exposed component; or if one can
enter through displaced or damaged portions.
TEST E
TEST F
e. The report shall contain a description of the
results of the test performed in accordance
with the test methods above. The report
shall include the following: Identification
of the samples tested; type, location, and
number of anchors; type and thickness of
glazing material and an indication of whether
or not the subject passed the test. The
report shall also indicate at what point the
assembly fails. The test report shall be
certified to be a true copy by the testing
laboratory and shall be forwarded direct from
the laboratory to the enforcing authority.
Sections 8721 - 8729 Reserved)Section
8730 Construction site Security Provisions All
new construction, on sites exceeding one (1) acre in
area, shall comply with the following security measures until
the utilities have been released by the City of Orange.a)
Perimeter lighting shall be installed at a minimum of one
hundred fifty (150) foot intervals and at a height not
less than fifteen (15) feet from the ground. The light
source used shall have a minimum light output of 2,
000 lumens, be protected by a vandalism resistant cover,
and be lighted during the hours of darkness.Additional
lighting shall be required if the construction site
exceeds four (4) acres in area. Lighting shall be installed
at locations designated by the Chief of Police.
J(
N
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I
b)
In addition to perimeter lighting described in (a)above,
one (1) of the following shall be used:1 )
Fencing, not less than six (6) feet ~n hei?ht,which
is designed to preclude human ~ntruslon,shall
be installed along the perimeter boundaries of
the construction site, or 23-
2) A uniformed security guard, licensed according to
Bu~i~ess and pro~ession Code, Chapter 11, shall be
ut111zed to cont1nually patrol the construction
site during the hours when construction work has
ceased.
Sections 8731 - 8739 Reserved)section
8740 Rural and Private Street Lighting provisions All
rural and private streets shall have street lighting that
complies with City standards which are on file with the Public
Works Department. The following alternate provisions may
be used, if approved, by the enforcing authority designated
hereunder.a)
Alternate Provisions 1)
The mounting height of light fixtures may vary,depending
upon the width of the street served.2)
Light fixtures shall be located at all intersections,stub-
streets, cul-de-sacs, and
unusual conditions Le., roadway alignment and access
points). This includes any location where there are
no street 1 ight fixtures wi thin a maximum distance
of 200 feet of each other along
the roadway.3) Light output from each fixture shall
be equivalent to a minimum of 3,
000 lumens.b) Alternate
Lighting Fixture A lighting fixture, other than standard
City fixtures,may be used, if approved. Approval may be given
upon a determination of substantial compliance
with reasonable safety and
engineering standards.
SECTION II:This ordinance shall be published once within
fifteen (15)days after its passage in the Orange City News, a
newspaper of general circulation, published and circulated in the
City of Orange, and shall take effect thirty (30) days from
and after the date of its
final passage.ADOPTED this 16th day of
Januarv
1979.
z.'
j
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t
y
I L() ~~Mayor of the City
of
Orange
ATTEST:
I' r')~
l' ..<--l... . /; ." ,i' J kJ-;..;,.-
t);.".Cay Clerk of ~J:ie City
of
CMC
Orange
STATE OF CALIFORNIA)
COUNTY OF ORANGE ) ss
CITY OF ORANGE )
I, ClLARLOTTE M, JOHNSTON, CMC, City Clerk of the City of
Orange, California, DO HEREBY CERTIFY that the foregoing ordinance
was introduced at a regular meeting of the City Council dulY he 1 d
on the 9th day of January, 1979, and thereafter at a regular
meeting of said City Council duly held on the 16th day OF
January, 1979, was duly passed and adopted by the following
vote, to wit:
AYES:
NOES:
ABSENT:
COUNCILMEN:
COUNCILMEN:
COUNCILMEN:
BARRERA, SMITH, MAYOR POYT. PEFlE::', JlEf.,y.
NONE.
NONE.
WITNESS my hand and seal this 17th day of January, 1979,
I'. ,.
I~ y ,1"/-.. ~I ;'---fl.Jl"-
Vi>.'(('-'./)i . ','.-- ,- i h_~/1,1""
Charlotte
H. hns ton. Q'
C City Clery: of the City
of Orange I t I t I
I