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HomeMy WebLinkAboutNS-1424JEB/ca 5/25/78 ORDINANCE NO~ NS-1424 AN ORDINANCE OF THE CITY OF SANTA ANA ADDING DIVISION 3, ARTICLE I1 OF C~APTER 8 TO THE SANTA ANA MUNICIPAL CODE ESTABLISHING LOCAL SECURITY STANDARDS FOR BUILDINGS WHEREAS, pursuant to the requirement of Califor- nia Penal Code Section 14051, the chief law enforcement official ("Police Chief") and fire official ("Fire Chief") of Santa Aha have consulted with the chief officer of Santa Ana charged with the enforcement of laws or ordinances regulating the erection, construction, or alteration of buildings ("Director of Building Safety and Housing") 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 secu- rity standards as a supplement to the Uniform Building Code which does not address the topic of safeguarding property and public welfare by regulation and control of the design, construction methods and materials, use, occupancy and maintenance of all buildings and structures and certain equipment, specified hereinafter, within the City of Santa Ana; NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF SANTA ANA DOES ORDAIN AS FOLLOWS: SECTION 1: That the Santa Ana Municipal Code is hereby amended by adding a Division to be numbered 3 to Article II of Chapter 8, which said Division consists of sections numbered 8-200 through 8-212 and reads as follows: DIVISION 3. BUILDING SECURITY REGULATIONS Section 8-200. Application and Scope The provisions of this Division shall apply to all activities for which a building permit is required by this Article. The requirements of this Division shall apply to existing buildings to the same extent as the requirements of the Uniform Building Code apply to existing buildings pursuant to Section 104 thereof. Section 8-201. Definitions The following terms used in this Division shall have the meanings indicated below: "APPROVED" means certified as meeting the requirements of this Division by the enforcing authority or his autho- rized agents, or by other officials designated by the enforcing authority to give approval on a particular matter dealt with by the provisions of this Division with regard to a given material, mode of construction, piece of equip- ment or device. "AUXILIARY LOCKING DEVICE" is a secondary locking system added to the primary locking system to provide addi- tional security. ORDINANCE NO. NS-1424 Page 2 "BOLT" is a metal bar which, when actuated, is pro- jected (or "thrown") either horizontally or vertically into a retaining member, such as a strike plate, to prevent a door from ~oving or opening. "BOLT PROJECTION (OR BOLT THROW)" is the distance from the edge of the door, at the bolt center line, to the far- thest point on the bolt in the projected position, when subjected to end pressure. "BURGLARY RESISTANT GLAZING" means those materials as defined in Underwriters Laboratories Bulletin 972. "COMMERICAL OR INDUSTRIAL BUILDING" is a building, or portion thereof, used for a purpose other than dwelling. "COMPONENT", as distinguished from a part, is a sub- assembly 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. "CYLINDER" 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. "CYLINDER CORE OR CYLINDER PLUG" of a cylinder containing the keyway, the key to operate the lock mechanism. is the central part which is rotated by "CYLINDER GUARD" is a hardened metal ring or plate surrounding the otherwise exposed portion of a cylinder lock to resist cutting, drilling, prying, 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 bolt must be actuated by a key and/or a knob or thumb turn and when projected becomes locked against return by end pres- sure. "DEAD LATCH" is a spring actuated latch bolt having a beveled end and incorporating a plunger which, when de- pressed, automatically locks the projected latch bolt against return by end pressure. "DOOR ASSEMBLY" means a unit composed of a group of parts or components which make up a closure for a passage- way through a wall. For the purposes of this Division, a door assembly consists of the following parts: doors; hinges; locking device or devices; operation contacts (such as handles, knobs, push plates); miscellaneous hardware and closures; the frame, including the head, threshold, and jambs plus the anchorage devices 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. "DOOR STOPS" are the projections along the top and sides of a door jamb which check the door's swinging action. "DOUBLE CYLINDER DEADBOLT" is a deadbolt which can be activated only by a key from either the interior or exte- rior of the building. ORDINANCE NO. NS-1424 Page 3 "DWELLING" is a building or portion thereof designed exclusively for residential occupancy, including single family and multiple family dwellings. "ENFORCING AUTHORITY" means the Director of Building Safety and Housing or his authorized representatives. "FLUSHBOLT" is a manual, key or turn operated metal bolt, normally used on inactive door(s), that is attached to the top and bottom of the door and engages in the head and threshold of the frame. "FULLY TEMPERED GLAZING" means those materials meeting or exceeding ANSI Standard Z 97.1 - Safety Glazing. "JAMB" is the vertical members of a door frame to which the door is secured. "JAMB/STRIKE" means that component of a door assembly which receives and holds secure the extended lock bolt; the strike and jamb used together are considered a unit. "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 may or 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 door in a closed position against forced entry. "LOCKING DEVICE" is a part of a window or sliding door assembly which is intended to prevent movement of the mov- able sash or door. "MULTIPLE FAMILY DWELLING" is a building or portion thereof designed for occupancy by two or more families living independently of each other, including hotels, motels, apartments, duplexes and townhomes. "PANIC HARDWARE" is a latching device on a door assem- bly for use when emergency egress is required due to a fire or other threat to life safety. Such devices are designed so that they will facilitate the safe egress of people in case of an emergency when a pressure not to exceed 15 lbs. is applied to the releasing device in the direction of exit travel. Such releasing devices are bars or panels extend- ing not less than two-thirds of the width of the door and placed at heights suitable for the service required, not less than 30, not more than 44-inches above the floor. "PART", as distinguished from component, subassembly) which combines with other units component. is a unit (or to make up a "PRIMARY LOCKING DEVICE" is the single locking system on a door or window unit whose function is to prevent un- authorized intrusion. ORDINANCE NO. NS-1424 Page 4 '' "PRIVATE DWELLING OR SINGLE FAMILY DWELLING" is a building designed exclusively for occupancy by one family. "RAIL" is the horizontal members of a sash frame. A meeting rail is one which mates with a rail of another sash or framing member of the window frame when the sash is in the closed position. "SASH" is an assembly of stiles, rails, and, some- times, muntins 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. "SILL" is the lowest horizontal member of a window frame. "SINGLE CYLINDER DEADBOLT" is a deadbolt lock which is activated from the exterior by a key and from the interior by a knob, thumb-turn, lever or similar mechanism. "SOLID CORE DOOR" means a door composed of solid wood or compressed wood equal in strength to solid wood con- struction. "STILE" is a vertical framing member of a window or door. A meeting stile is one which mates with a stile of another sash, or a vertical framing member of a door or window frame when the sash is in the closed position. "STRIKE" is a metal plate attached to or mortised into a 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" means a door hinged at the stile or at the head and threshhold. "U.L. LISTED" means tested and listed by Underwriters Laboratories, Inc. "WINDOW ASSEMBLY" is a unit composed of a group of parts or components which make up a closure for an opening in a wall or roof (including the anchorage) to control light, air, and other elements. "WINDOW FRAME" is that part of a window which sur- rounds and supports the sashes and is attached to the sur- rounding wall. The members include side jambs (vertical), head jamb (upper, horizontal), sill and mullions. Section 8-202. Enforcement The Director of Building Safety and Housing or his authorized representatives are hereby empowered and direct- ed to administer and enforce the provisions of this Divi- sion relating to physical security requirements for build- ings in the City of Santa Aha. Plans and specifications for proposed construction must be approved by the Director of Building Safety and Housing or his authorized represen- tatives in accordance with the provisions of this Division. No building permit is to be finally approved or utility release given unless the applicant for said permit or release has satisfied the enforcing authority that appli- cant has complied with this Division. ORDINANCE NO. NS-1424 Page 5 Section 8-203. Reserve4 Section 8-204. Violations and Penalties It shall be unlawful for any person, firm or corpora- tion to erect, construct, enlarge, move, improve, convert, equip, use, occupy or maintain any building or structure in the City of Santa Aha or cause the same to be done, contrary to or in violation of any of the provisions of this Divi- sion. Section 8-205. Alternate Materials and Methods of Con- struction Materials, methods of construction or structural design limitations provided for in this Division are to be used unless an exception is granted. The use of any material or method of construction not specifically prescribed by this Division may be allowed, provided any such alternate method or material has been approved by the enforcing authority prior to use. Further, other sound methods of structural design or analysis not specifically provided for in this Division may be allowed provided such alternative has been appproved by the enforcing authority prior to use. The enforcing authority may approve any such alternate provided that they find the proposed design to be satisfac- tory and the material and method of work offered is for the purpose intended, at least equivalent to that prescribed in this Division in quality, strength, effectiveness, crime resistance, durability and safety. Section 8-206. Appeals In order to determine the suitability of alternate materials and methods of construction and to provide for reasonable interpretations of the provisions of this Divi- sion, a board consisting of the Director of Building and Safety, the Planning Director and the Chief of Police, or their appointed representatives, shall hear all disputes. The board shall adopt reasonable rules and regulations for conducting its hearings and will issue written findings and conclusions within ten days. Thereafter, if the applicant is not satisfied with the decision of the board, he or she may appeal that decision to the City Council pursuant to Chapter 3 of the Santa Ana Municipal Code. Section 8-207. Keying Requirements Upon occupancy by the owner or proprietor, each single unit in a tract or commercial development, constructed under the same general plan, shall have locks using combi- nations which are interchange free from locks used in all other separate dwellings, proprietorships or similar dis- tinct occupancies within such tract or commercial develop- ment. Every applicant shall be required to provide the enforcing authority with written comfirmation of compliance with the above requirements. ORDINANCE NO. NS-1424 Page 6 Section 8-208. Garage Type Doors - Rolling.Overhead, Solid Overhead~ Swingingr Sliding or Accordlan Style A. The above described doors shall conform to the following standards: 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. Aluminum doors shall be a minimum thickness of .0215 inches and riveted together a minimum of eighteen (18) inches on center along the out- side seams. There shall be a full width hori- zontal beam attached to the main door struc- ture which shall meet the pilot, or pedestrian access, door framing within three (3) inches of the strike area of the pilot or pedestrian access door. 3e 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 of not less than five (5) ounces per square foot. Be Where sliding or accordian doors are utilized they shall be equipped with guide tracks which shall be designed so that the door cannot be removed from the track when in the closed and locked position. Ce Doors that exceed sixteen (16) feet in width shall have two (2) lock receiving points; or, if the door does not exceed nineteen (19) feet, a single bolt may be used if placed in the center of the door with the locking point located either in the floor or door frame header. De Overhead doors which shall be a minimum nine shall be equipped with slide bolts capable of utilizing padlocks with thirty-seconds (9/32) inch shackle. Slide bolt assemblies shall have a frame a minimum of .120 inches in thickness, a bolt diameter a minimum of one-half (1/2) inch and protrude at least one and one-half (1½) inches into the receiving guide. A bolt diameter of three-eighths (3/8) inch may be used in a residential building. Slide bolt assemblies shall be attached to the door with bolts which are non-removable from the exterior. Rivets shall not be used to attach such assemblies. Padlocks used with exterior mounted slide bolts shall have a hardened steel shackle a minimum of nine thirty-seconds (9/32) inch in diameter with heel and toe locking and a minimum five pin tum- bler operation. The key shall be non removable when in an unlocked position. ORDINANCE NO. NS-1424 Page 7- Doors utilizing a cylinder lock shall have a mini- mum five (5) pin tumbler operation with the bolt or locking bar extending into the receiving guide a minimum of one (1) inch. Section 8-209. Windows and Sliding Glass Doors The following requirements must be met for windows and sliding glass doors: Except as otherwise specified in Section 8-210 (Special Residential Building Provisions) and Section 8-211 (Special Commercial Building Provi- sions), all openable exterior windows and sliding glass doors shall comply with the tests as set forth in Section 8-212 (Tests). Louvered windows shall not be used when any por- tion of the window is less than twelve (12) feet vertically or six (6) feet horizontally from an accessible surface or any adjoining roof, balcony, landing, stair tread, platform or similar struc- ture. Section 8-210. Special Residential Building The following' special provisions shall residential dwellings: Provisions apply to all ae All exterior swinging 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. Any swinging door leading from a garage into a residence shall be of solid core construction with a minimum thickness of one and three-eighths (1 - 3/8) inches. The above described doors shall be equipped with a double or single cylinder deadbolt having a mini- mum projection of one (1) inch and an embedment of at least three-fourths (3/4) inch into the strike receiving the bolt. The bolt shall be constructed so as to resist cutting tool attacks. The cylin- der shall have a cylinder guard, a minimum of five pin tumblers, and shall be connected to the inner portion of the lock by connecting screws of at least one fourth (1/4) inch diameter. The provisions of this subsection do not apply where panic hardware is required or an equivalent device is approved by the enforcing authority. Further, a dual locking mechanism, constructed so that both the deadbolt and latch can be retracted by a single action of the inside door knob or lever, may be substituted provided it meets all other specifications for locking devices. ORDINANCE NO. NS-1424 Page 8 De The inactive leaf of double doors shall be equipped with flush bolts having a minimum embed- ment of five-eighths (5/8) inch into the head and threshold of the door frame. Glazing in exterior doors or within forty (40) inches of a door locking mechanism shall be of fully tempered glass or rated burglary resistant glazing, except where double cylinder deadbolts are installed. Hinges for outswinging ~exterior doors shall be equipped with non-removable hinge pins or a me- chanical interlock to preclude removal of the door from the exterior by removing the hinge pins. Strikeplates shall be a minimum of three and one- half (3~) inches in length and secured to the jamb with screws a minimum of two and one-half (2½) inches in length. Ail front exterior doors shall be equipped with a wide angle (180) door viewer, except where clear vision panels are installed. Where panic hardware is required by the Uniform Building Code or Title 19, California Administra- tive Code, it shall be equipped and installed as follows: J® 1. Panic hardware shall contain a minimum of two (2) locking points on each door; or On single doors, panic hardware may have one (1) 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 con- structed of steel .125 inches thick which shall be attached with non-removable bolts or welded to the outside of the door. The astra- gal shall extend a minimum of six (6) inches vertically above and below the latch of the panic hardware. The astragal shall be a mini- mum of two (2) inches wide and extend a mini- mum of one (1) inch beyond the edge of the door. 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 door. The following provisions for address markings shall apply to residential dwellings: ~11 residential structures shall display a street number in a prominent position so that it shall be easily visible from the street. The numerals in these numbers shall be no less ORDINANCE NO. NS-1424 Page 9 Se Ne than four (4) inches in height, of a color contrasting to the background and located so they may be clearly seen and read. At each driveway entrance to a multiple family dwelling complex having four or more build- ings, there shall be an illuminated diagram- matic representation (plot plan) of the com- plex which shows the location of the viewer and the building units within the complex. In multiple family dwelling complexes, any building having a separate identifying factor other than the street number shall be clearly identified in the manner described in Subsec- tion J, infra. Each individual unit of resi- dence shall have a unit identifying number, letter or combination thereof displayed upon the door. Buildings shall be numbered in such a manner and sequence to meet with the approval of the enforcing authority. This section shall not prevent supplementary numbering such as reflective numbers on street curbs or decorative numbering but this shall be considered supplemental only and shall not satisfy the requirements of this section. Maps of the complex shall be furnished to the police and fire departments upon completion of construction. The maps shall include building identification and unit identification. Ail exterior doors shall be equipped with a light- ing device capable of providing at least one (1) footcandle of light at the ground level during hours of darkness. Lighting devices shall be pro- tected by vandal resistant covers. Aisles and passageways within multiple family dwelling complexes shall be equipped with lighting devices capable of providing at least .25 foot- 'candles of light at ground level during hours of darkness. Lighting devices shall be protected by vandal resistant covers. Open parking lots and carports of multiple family dwelling complexes shall be equipped with lighting devices capable of providing at least one (1) footcandle of light on the parking surface during hours of darkness. Lighting devices shall be pro- tected by vandal resistant covers. Each residential unit of multiple family dwelling complex shall have an enclosed parking space with a garage door equipped as in Section 8-208 of this Division. ORDINANCE NO. N$-1424 Page 10 Section 8-211. Special Commercial Buildin~ Provisions ae Swinging exterior glass doors, wood or metal doors with glass panels, solid wood of metal doors shall be constructed or protected as follows: wood doors shall be of solid core construction with a minimum thickness of one and three- fourths (1 - 3/4) inches. Hollow metal doors shall be constructed of a minimum equivalent to sixteen (16) U.S. gauge steel and have sufficient reinforcement to maintain the designed thickness of the door when any lock- ing device is installed; such reinforcement being able to restrict collapsing of the door around the locking device. Except when double cylinder deadbolts are utilized, any glazing utilized within 40 inches of any door locking mechanism shall be constructed or protected as follows: a. Fully tempered glass or rated burglary resistant glazing; or Iron or steel grills of at least one- eighth (1/8) inch metal with a maximum two (2) inch mesh secured on the inside of the glazing may be utilized; or The glazing shall be covered with iron or steel bars of at least one-half (1/2) inch round or one inch by one-fourth (1" x 1/4") flat metal, spaced not more than five (5) inches apart and secured on the inside of the glazing. de 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. Ail swinging exterior wood and steel doors shall be equipped as follows: A single or double door shall be equipped with a double or single 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 least three-fourths (3/4) inch into the strike receiving the projected bolt. The cylinder shall have a cylinder guard, a minimum of five 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 this subsection do not apply where (1) panic hardware is required, or (2) an equiva- lent device is approved by the enforcing authority. ORDINANCE NO. NS-1424 Page 11 2. Double doors shall be equipped as follows: The inactive leaf of double door(s) shall be equipped with metal flush bolts having a minimum embedment of five-eighths (5/8) inch into the head and threshold of the door frame. Double doors shall have an astragal con- structed of steel a minimum of .125 inch thick which will cover the opening between the doors. The astragal shall be a mini- mum of two (2) inches wide, and extend a minimum of one (1) inch beyond the edge of the door to which it is attached. The astragal shall be attached to the outside of the active door by means of welding or with non-removable bolts spaced apart on not more than ten (10) inch centers. Hinges for outswinging doors shall be equipped with non-removable hinge pins or a mechanical interlock to preclude removal of the door from the exterior by removing the hinge pins. Strikeplates shall be a minimum of three and one-half (3%) inches in length and secured to the jamb with screws a minimum of two and one- half (2~) inches in length. C. Aluminum frame swinging doors shall conform to the following: The jamb on all aluminum frame swinging doors shall be so constructed or protected to with- stand 1600 pounds of pressure in both a verti- cal 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. Aluminum frame swinging doors shall be equipped with a deadbolt having a minimum bolt projection of one and one-half (lb) inches, or a hook shaped or similar bolt that engages the strike sufficiently to prevent spreading. The deadbolt lock shall have a minimum of five pin tumblers and a cylinder guard. Panic hardware, whenever required by the Uniform Building Code or Title 19, California Administra- tive Code, shall be equipped and installed as follows: 1. 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 ORDINANCE NO. NS-1424 Page 12 frame. The door shall have an astragal con- structed of steel .125 thick which shall be attached with non-removable bolts to the out- side 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 door. In multiple occupancy office buildings all en- trance doors to individual office suites shall meet the construction and locking requirements for exterior doors. Exterior transoms or windows shall be deemed accessible if less than twelve (12) feet above ground or adjacent to any pedestrian walkway. Accessible windows and transoms having a pane or opening exceeding ninety-six (96) square inches, with the smallest dimension exceeding six (6) inches, and not visible from a public or private thoroughfare shall be protected in the following manner: 1. Fully tempered glass or burglary resistant glazing; or The following window barriers may be used but shall be secured with bolts which are non- removable from the exterior: a® Interior or exterior steel or iron bars of al least one-half (1/2) inch round or one by one-quarter (1 x 1/4) inch flat metal spaced not more than five (5) inches apart and securely fastened; or Interior or exterior iron or steel grills of at least one-eighth (1/8) inch metal with not more than a two (2) inch mesh and securely fastened. e The protective bars or grills shall not interfere with the operation of opening win- dows if such windows are'required to be open- able by the Uniform Building Code. G. Roof openings shall be equipped as follows: 1. Ail skylights on the roof of any building or premises used for business purposes shall be provided with: a. Rated burglary resistant glazing; or ORDINANCE NO. NS-1424 Page 13 He Iron or steel .bars of at least one-half (1/2) inch round or one by one-fourth (1 x 1/4) inch flat metal mounted inside the skylight and secured by bolts which are non-removable from the exterior; or A steel or iron grill of at least one- eighth (1/8) inch metal with a maximum two (2) inch mesh mounted, inside the skylight and secured by bolts which are non- removable from the exterior. Ail hatchway openings on the roof of any building or premises used for business pur- poses shall be secured as follows: If the hatchway is of wooden material, it shall be covered on the inside with at least sixteen (16) U.S. gauge sheet steel, or its equivalent, attached with screws. b. The hatchway shall be secured from the inside with a slide bar or slide bolts. c. Outside hinges on all hatchway openings shall be provided with non-removable pins when using pin-type hinges. All air duct or air vent openings exceeding ninety-six (96) square inches on the roof or exterior walls of any commercial building shall be secured by covering same with either of the following: a. Iron or steel bars of at least one-half (1/2) inch round or one by one-fourth (1 x 1/4) inch flat metal spaced no more than five (5) inches apart and securely fastened; or be Iron or steel grills of at least one- eighth (1/8) inch metal with a maximum two (2) inch mesh and securely fastened. If the barrier is on the outside, it shall be secured with bolts which are non- removable from the exterior. The above 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, Cali- fornia Administrative Code. Permanently affixed ladders leading to roofs shall be fully enclosed with sheet metal to a height of ten feet. This covering shall be locked against the ladder with a case hardened hasp, secured with non-removable screws or bolts. Hinges on the cover will be provided with non-removable 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 pin tumbler operation with non-removable key when in an un- locked position. ORDINANCE NO. NS-1424 Page 14 I. The following standards for lighting and address markings shall apply to commercial buildings: The address number of every commercial build- ing shall be located and displayed 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 addi- tion, any business which affords vehicular access to the rear through any driveway, alleyway or parking lot shall also display the same numbers on the rear of the building. Ail exterior doors to commercial buildings shall be equipped with a lighting device capable of providing a minimum of one (1) footcandle of light. All exterior bulbs shall be protected by weather and vandalism resistant covers. Open parking lots, and access thereto, pro- viding more than ten parking spaces and for use by the general public, shall be provided with a maintained minimum of one (1) foot- candle of light on the parking surface from dusk until the termination of business every operating day. Establishments having specific type inventories shall be protected by the following type alarm service: Silent alarm system with a central station hookup and required 24-hour supervised ser- vice a. Jewelry store - Manufacturing, wholesale, or retail b. Any establishment manufacturing, storing or selling firearms and ammunition c. Establishments selling or storing whole- sale liquor, tobacco or drugs d. Facilities selling or storing furs e. Precious metal storage facilities f. Banks, savings and loans institutions, and credit unions 2. Silent alarm system not requiring a central station hookup or supervised service a. Liquor stores b. Pawn shops c. Establishments manufacturing, storing or selling electronic equipment d. Establishments dealing in coins and stamps ORDINANCE NO. NS-1424 Page 15 e. Establishmentw manufacturing, storing or selling industrial tool supplies f. Establishments manufacturing, storing or selling cameras 3. Local or audible alarm system a. Antique dealers b. Art galleries c. Service stations d. Food markets 4. Nothing in this subsection shall preclude the use of an alarm system providing a higher level of security than that whichis required. Section 8-212. Tests A. Tests - General It shall be the responsibility of the owner, or his designated agent, of a building or structure falling within the provisions of this Division to provide the enforcing author- ity with a written specification performance test report indicating that the materials utilized meet the minimum requirements. Whenever there is insufficient evidence of compliance with the provisions of this Divi- sion or evidence that any material or any con- struction does not conform to the requirements of this Division, 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 en- forcing authority. ® Specimens shall be representative, and the construction shall be verified by assembly drawings and bill of materials. Two complete sets of manufacturer or fabricator installa- tion instructions and full-size or accurate scale templates for all items and hardware shall be included. B. Sliding Glass Door Tests/Procedures The construction and size of the test door assemblies, jambs and headers, and all hard- ware components shall be representative of that for which acceptance is desired. 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. Sample doors submitted for testing shall be glazed. Panels shall be closed and locked with the primary locking device only. ORDINANCE NO. NS-1424 Page 16 Tests shall be performed on the samples in the following order: ae With the panels in the test position, a concentrated load of 800 pounds shall be applied to the vertical pull stile incor- porating a locking device, at a point on the stile within 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, deter- mine if the primary locking device can be unlocked by manipulation as described in Test 1, infra. With panels in the test position, a con- centrated load of 50 pounds shall be applied to the vertical pull stile incor- porating a locking device, at a point on the stile within 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 addi- tional concentrated load of 200 pounds is applied to the same area of the same stile in a direction perpendicular to the plane of glass toward the interior side of the building. With the load applied, deter- mine if the primary locking device can be unlocked by manipulation as directed in Test 1, infra. Repeat Test b substituting 800 pounds for the indicated 50 pounds. Perform the manipulation tests with the load removed. With the panels in the test position, a concentrated load of 50 pounds shall be applied to the vertical pull stile incor- porating a locking device, at a point on the stile within 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 addi- tional 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 1, infra. e® Repeat Test d substituting 800 pounds for the indicated 50 pounds. Perform the manipulation tests with the load removed. ft 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 lock- ing device, at a point on the stile within 6 inches of the locking device, in the direction parallel to the plane of the glass that would tend to open the door. ORDINANCE NO. NS-1424 Page 17 With the load' removed, determine if the primary locking device can be unlocked by manipulation as described in Test 1, infra. 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 de- vice, at a point on the stile within 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 con- centrated 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 1, infra. Repeat Test g 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 panel, a concentrated load of 50 pounds shall be applied to the vertical stile incorporating a locking device, at a point on the stile within 6 inches of the locking device, in the direction parallel to the plane of glass that would tend to open the door while, simultaneously, and 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. with the load applied, determine if the primary locking device can be unlocked by manipulation as described in Test 1, infra. Repeat Test i 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 concen- trated 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 apply- ing 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 clear- ances within the frame while attempting to open the door. This test shall be con- ducted continuously for five (5) minutes. ORDINANCE NO. NS-1424 Page 18 e 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 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 approxi- mately 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. m. 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 Remove from the door assembly all screws, glazing beads, or other mechanical fas- teners 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 1, infra. Fixed Panels. Fixed panels shall be fastened in accordance with the manufacturer's in- structions. Tests shall be performed in the following order: a® 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 B, 3, 1, infra. b® 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 B, 3, 1, infra. ORDINANCE NO. NS-1424 Page 1'9 Ce Repeat Test a ~ith the fixed panel lifted upward to its full limit within the con- fines 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 B, 3, 1, infra. A sliding door assembly shall fail these tests if at any time during or after the test, the sliding door assembly does not remain engaged, intact, and in the closed and locked position or by manipulating an exposed component; or if one can enter through displaced or damaged portions. The report shall include the following: Iden- tification of the samples tested; type, size, location, and number of locking devices; type, location, and number of anchors; type and thickness of glazing material and an indica- tion 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. C. Window Classifications Type A window assemblies incorporate one 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 or more framed sashes which are hinged at or near two corners of the individual sash and open toward the exterior of the wall. Type C windows assemblies incorporate one or more sashes which open toward the interior and are hinged at or near two corners of the sash. e Type D window assemblies incorporate one 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 exte- rior. D. Window Tests/Procedures Window assemblies shall be mounted following the manufacturer's installation instructions. Install the window assembly in a test fixture which simulates the wall construction re- quired 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. 2. Tests for Type A window assemblies shall be performed in the following order: ORDINANCE NO. NS-1424 Page 20 ae ce d® With the sliding sash in the normal posi- tion, 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 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 re- moved, apply the manipulation test de- scribed in Subsection B, 3, 1, supra. With the sliding sash in the normal posi- tion, 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 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 concen- trated 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 Subsec- tion B, 3, 1, supra. With the sliding sash in the normal posi- tion, 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 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 concen- trated 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 Subsec- tion B, 3, 1, supra. 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 de- vice, at a point on the sash within 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 B, 3, 1, supra. 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 de- vice, at a point on the sash within 6 inches of the locking device, in the direction parallel to the plane of the ORDINANCE NO. NS-1424 Page 21 glass that would ten~ to open the window while, simultaneously, an additional con- centrated 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 Sub- section B, 3, 1, supra. 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 de- vice, at a point on the sash member within 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 con- centrated 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 Sub- section B, 3, 1, supra. For inside sliding windows, repeat Test f while simultaneously applying a concen- trated load of 25 pounds inward at the end of te movable bottom rail near the meeting stile opposite the lockstile. 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 meet- ing stile opposite the lock stile outward. h® Perform the disassembly and manipulation test as described in Subsection B, 3, m, supra. The tests for Type B and C window assemblies shall be performed in the following order: With the swinging sash in the normal posi- tion, apply a concentrated load of 100 pounds within 3 inches of each end of the rail or stile which is opposite the hinged side, in the direction 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 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 dis- engage the lock. ORDINANCE NO. NS-1424 Page 22 4e Se With the swinging sash in the normal posi- tion, apply a concentrated load of 200 pounds on the rail or stile containing the locking device within 6 inches of the lock. de Repeat Test b while simultaneously apply- ing Test c. The manipulation test de- scribed in Subsection B, 3, 1, supra, shall be applied in Tests a, b, and d to the sash with the load removed. ee Perform the disassembly and manipulation test as described in Subsection B, 3, m, supra. Tests for Type D window assemblies shall be performed in the following order: With the sash in the normal position, simultaneously apply a concentrated load of 100 pounds within 3 inches of the ends of each rail or stile which is perpendic- ular 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 1 inch of the pivot in a direction parallel to the pivots. c. 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 6 inches of the lock. Repeat Test d while simultaneously apply- ing the load specified in Test b. Repeat Test d while simultaneously applying the load specified in Test c above. The manipulation test described in Subsec- tion B, 3, 1, supra, shall'be applied in Tests a, b, c, and d above to the sash with the load removed. fe Perform the disassembly and manipulation test as described in Subsection B, 3, m, supra. A window assembly shall fail these tests if at any time during or after the tests, the assembly does not remain engaged, intact, and in the closed and locked position, or by manipulating exposed component; or if one can enter through displaced or damaged portions. 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 ORDINANCE NO. NS-1424 Page 23 anchors; type and'thickness of glazing mate- rial and in 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. ADOPTED, this Sth day of the following vote= AYES, COUNCILMEN= NOES, COUNCILMEN= June , 1978, by Garthe, Ward, Bricken, 0rtiz, Yamamoto, Evans, Brandt None ABSENT, COUNCILMEN: None MAYOR CLERK OF THE COUNCIL APPROVED AS TO FORM: KEITH L. GOW CITY ATTORNEY